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BID - 7417 ASPHALT SURFACE TREATMENT PROJECT
Addendum 2 – 7417 Asphalt Surface Treatment Project Page 1 of 6 ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7417: Asphalt Surface Treatment Project OPENING DATE: 3:00 PM (Our Clock) August 8, 2012 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 – Questions & Answers Exhibit 2 – Corrections to Revised Specifications from Addendum 1 Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 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 Addendum 2 – 7417 Asphalt Surface Treatment Project Page 2 of 6 EXHIBIT 1 – QUESTIONS & ANSWERS Q: Is the installation scheduled for 2012 or 2013? A. The work is scheduled to be completed in 2012. The contract document requirements of May to August may be negotiated by the Engineer to extend into early September for the 2012 contract. Q. Please clarify the aggregate specification for the slurry seal, specifically the “gray in color” constraint. A. We have revised Section 02000, Revision of Section 409, page 15 of 35, AGGREGATES GENERAL. Please refer to this section in Exhibit 2. Addendum 2 – 7417 Asphalt Surface Treatment Project Page 3 of 6 EXHIBIT 1 CORRECTIONS TO REVISED SPECIFICATIONS FROM ADDENDUM 1 The Exhibit 2 - Revised Specifications in Addendum 1 had several errors. Please disregard the Addendum 1 specifications and use the following instead. Please note that the Addendum 1 Bid Tab is correct and should be used. Section 02000, Revision of Section 108, page 6 of 35, LIMITATION OF OPERATIONS, Delete the table: JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Replace the table with the following: JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Section 02000, Revision of Section 409, page 15 of 35, AGGREGATES GENERAL, Delete the sentence: “Aggregate shall be manufactured crushed fine grained, igneous rock (grain size less than 0.5 mm) having a positive attraction to the binder(s), shall be of the same material source, and must comply with the following: Replace the paragraph with the following: : “Aggregate shall be manufactured crushed fine grained, igneous rock (grain size less than 0.5 mm) having a positive attraction to the binder(s), shall be grey in color and of the same material source, and must comply with the following: Section 02000, Revision of Section 409, page 16 of 35, AGGREGATE – SLURRY SEAL, Delete the paragraph: “The aggregate shall be clean and free from organic matter and other deleterious substances. When tested in accordance with AASHTO T176 or ASTM A2419 (Sand Equivalent Value of Soils and Fine Aggregates), the aggregate shall have a sand equivalent of not less than 65. When tested in accordance with AASHTO T104, or ASTM C88 (Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulphate), the aggregate shall show a loss of not more than 15% using NA2SO4, or 25% using MgSO4.” Replace the paragraph with the following: “The aggregate shall be clean and free from organic matter and other deleterious substances. When tested in accordance with AASHTO T176 or ASTM A2419 (Sand Equivalent Value of Soils and Fine Aggregates), the aggregate shall have a sand equivalent of not less than 65 or as approved by the Engineer. When tested in accordance with AASHTO T104, or ASTM C88 (Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulphate), the aggregate shall show a loss of not more than 15% using NA2SO4, or 25% using MgSO4.” Addendum 2 – 7417 Asphalt Surface Treatment Project Page 4 of 6 Section 02000, Revision of Section 409, page 12 of 35, ASPHALT EMULSION – SLURRY SEAL, Delete the paragraph: “The emulsion shall contain a minimum of three percent (3.0%) by weight of SBR polymer solids based on weight of residual asphalt. The slurry seal mixture shall contain an emulsion content of 10 – 20% by weight of dry aggregate which shall be determined in the laboratory by an approved mix design process. The residual asphalt content shall be 10 – 20% based on weight of dry aggregate. Replace the paragraph with the following: “The emulsion shall contain a minimum of three percent (3.0%) by weight of SBR polymer solids based on weight of residual asphalt. The slurry seal mixture shall contain an emulsion content of 10 – 15% by weight of dry aggregate which shall be determined in the laboratory by an approved mix design process. The residual asphalt content shall be 10 – 15% based on weight of dry aggregate or as approved by the Engineer. Section 02000, Revision of Section 409, page 17 of 35, MIX DESIGN, 2. Specifications, Delete the sentence: “Residual Asphalt Type II: 5.0% to 15.0% by dry weight of aggregate” Section 02000, Revision of Section 409, page 23, APPLICATION – GENERAL, Add the following sentence: “The Fogseal application material shall consist of CRS-2P. An equivalent material may be substituted upon review and approval by the Engineer.” Section 02000, Revision of Section 409, Page 27 of 35, APPLICATION – CAPE SEAL, Delete the sentence: “The installation of the Slurry Seal layer over the Chip Seal layer shall be applied within three (3) working days of the Chip Seal installation. Replace the sentence with the following: “The installation of the Slurry Seal layer over the Chip Seal layer shall be applied within five (5) working days of the Chip Seal installation. Section 02000, Revision of Section 409, Page 27 of 35, METHOD OF MEASUREMENT: Add the following paragraph: ‘The Double Chip Seal shall be a two- step installation process and shall be install one layer at a time. The Double Chip Seal shall be measured and paid by the completed and accepted square yards of existing road surface treated. Payment for the Double Chip Seal shall not be made for each layer installed. Section 02500, Quantity Estimate, Deleted section. Replace with the following: This work shall consist of placement of Chip Seal, Slurry Seal, and Cape seal on existing and designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of bid. All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of Addendum 2 – 7417 Asphalt Surface Treatment Project Page 5 of 6 comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. Work not listed in this section will be added by Change Order at the contract unit prices. Contractor agrees that they will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount. Addendum 2 – 7417 Asphalt Surface Treatment Project Page 6 of 6 Addendum 1 – 7417 Asphalt Surface Treatment Project Page 1 of 4 ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7417: Asphalt Surface Treatment Project OPENING DATE: 3:00 PM (Our Clock) August 8, 2012 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 – Revised Bid Tab Exhibit 2 - Revised Specifications Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 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 Addendum 1 – 7417 Asphalt Surface Treatment Project Page 2 of 4 EXHIBIT 1 – REVISED BID TAB 105.01 SWEEPING - ALL STREET SURFACES EACH 2 $ - 105.02 SWEEPING - ALL PARKING LOT SURFACES EACH 2 $ - 208.01 STORMWATER PROTECTION - WATTLE LINEAL FOOT 150 $ - 208.02 STORMWATER PROTECTION - STRAW BALES EACH 3 $ - 409.01 CHIP SEAL (ARTERIAL) SQUARE YARD 18,000 $ - 409.02 CHIP SEAL (COLLECTOR) SQUARE YARD 11,500 $ - 409.03 CHIP SEAL (RESIDENTIAL) SQUARE YARD 17,600 $ - 409.04 DOUBLE CHIP SEAL (RESIDENTIAL) SQUARE YARD 29,500 $ - 409.05 TYPE II SLURRY SEAL (COLLECTOR) SQUARE YARD 15,000 $ - 409.06 TYPE II SLURRY SEAL (RESIDENTIAL) SQUARE YARD 71,500 $ - 409.07 TYPE II SLURRY SEAL (PARKING LOTS) SQUARE YARD 4,400 $ - 409.08 CAPE SEAL (COLLECTOR) SQUARE YARD 16,000 $ - 409.09 CAPE SEAL (RESIDENTIAL) SQUARE YARD 66,000 $ - 409.10 CAPE SEAL (PARKING LOTS) SQUARE YARD 1,440 $ - 630.01 VARIABLE MESSAGE BOARD EA/DAY 10 $ - 630.02 ADDITIONAL FLAGGING PERSONEL HOUR 4 $ - $ - Dollars and Signed Address Company Phone/Fax Check One: Individual Doing Business in Company Name Corporation Partnership BID SCHEDULE UNIT PRICE TOTAL COST TOTAL COST CONTRACT QUANTITY Cents ITEM NO DESCRIPTION UNIT Addendum 1 – 7417 Asphalt Surface Treatment Project Page 3 of 4 EXHIBIT 2 – REVISED SPECIFICATIONS Section 02000, Revision of Section 108, page 6 of 35, LIMITATION OF OPERATIONS, Delete the table: JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOVDEC Replace the table with the following: JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOVDEC Section 02000, Revision of Section 409, page 16 of 35, AGGREGATE – SLURRY SEAL, Delete the paragraph: “The aggregate shall be clean and free from organic matter and other deleterious substances. When tested in accordance with AASHTO T176 or ASTM A2419 (Sand Equivalent Value of Soils and Fine Aggregates), the aggregate shall have a sand equivalent of not less than 65. When tested in accordance with AASHTO T104, or ASTM C88 (Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulphate), the aggregate shall show a loss of not more than 15% using NA2SO4, or 25% using MgSO4.” Section 02000, Revision of Section 409, page 17 of 35, MIX DESIGN, 2. Specifications, Delete the sentence: “Residual Asphalt Type II: 5.0% to 15.0% by dry weight of aggregate” Section 02000, Revision of Section 409, page 23, APPLICATION – GENERAL, Add the following sentence: “The Fogseal application material shall consist of CRS-2P. An equivalent material may be substituted upon review and approval by the Engineer.” Section 02000, Revision of Section 409, Page 27 of 35, APPLICATION – CAPE SEAL, Delete the sentence: “The installation of the Slurry Seal layer over the Chip Seal layer shall be applied within three (3) working days of the Chip Seal installation. Replace the sentence with the following: “The installation of the Slurry Seal layer over the Chip Seal layer shall be applied within five (5) working days of the Chip Seal installation. Section 02000, Revision of Section 409, Page 27 of 35, METHOD OF MEASUREMENT: Add the following paragraph: ‘The Double Chip Seal shall be a two step installation process and shall be install one layer at a time. The Double Chip Seal shall be measured and paid by the completed and accepted square yards of existing road surface treated. Payment for the Double Chip Seal shall not be made for each layer installed. Addendum 1 – 7417 Asphalt Surface Treatment Project Page 4 of 4 Section 02500, Quantity Estimate, Deleted section. Section 02500, Quantity Estimate, Add the following section: This work shall consist of placement of Chip Seal, Slurry Seal, and Cape seal on existing and designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of bid. All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. Work not listed in this section will be added by Change Order at the contract unit prices. Contractor agrees that they will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount. SPECIFICATIONS AND CONTRACT DOCUMENTS FOR ASPHALT SURFACE TREATMENT PROJECT BID NO. 7417 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS AUGUST 8, 2012 – 3:00 P.M. (OUR CLOCK) 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 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 SECTION 00020 INVITATION TO BID SECTION 00020 INVITATION TO BID Date: July 17, 2012 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 August 8, 2012, for the Asphalt Surface Treatment Project; BID NO. 7417. 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 7417 Asphalt Surface Treatment Project. The Work shall consist of furnishing and installing polymerized emulsified asphalt mixed with properly proportioned aggregate for surface treatments including chip seal, double chip seal, slurry seal, cape seal, and fog seal on properly prepared roadway surfaces. The Contract will be for a one (1) year duration with four (4) renewal options. 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. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. 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. 17.0 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. 18.0 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. 19.0 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. 20.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 21.0 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. 22.0 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. 23.0 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: 7417 Asphalt Treatment Project Place: Date: 1. In compliance with your Invitation to Bid dated , 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment Bonds is as follows: . 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through . 8. BID SCHEDULE (Base Bid) Please Note: The above Bid Schedule has also been uploaded as a separate Microsoft Excel document. 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. 105.01 SWEEPING - ALL STREET SURFACES EACH 2 $ - 105.02 SWEEPING - ALL PARKING LOT SURFACES EACH 2 $ - 208.01 STORMWATER PROTECTION - WATTLE LINEAL FOOT 150 $ - 208.02 STORMWATER PROTECTION - STRAW BALES EACH 3 $ - 409.01 CHIP SEAL (ARTERIAL) SQUARE YARD 18,000 $ - 409.02 CHIP SEAL (COLLECTOR) SQUARE YARD 11,500 $ - 409.03 CHIP SEAL (RESIDENTIAL) SQUARE YARD 17,600 $ - 409.04 DOUBLE CHIP SEAL (RESIDENTIAL) SQUARE YARD 65,500 $ - 409.05 TYPE II SLURRY SEAL (COLLECTOR) SQUARE YARD 15,000 $ - 409.06 TYPE II SLURRY SEAL (RESIDENTIAL) SQUARE YARD 71,500 $ - 409.07 TYPE II SLURRY SEAL (PARKING LOTS) SQUARE YARD 4,400 $ - 409.08 CAPE SEAL (COLLECTOR) SQUARE YARD 16,000 $ - 409.09 CAPE SEAL (RESIDENTIAL) SQUARE YARD 66,000 $ - 409.10 CAPE SEAL (PARKING LOTS) SQUARE YARD 1,440 $ - 630.01 VARIABLE MESSAGE BOARD EA/DAY 10 $ - 630.02 ADDITIONAL FLAGGING PERSONEL HOUR 4 $ - $ - Dollars and BID SCHEDULE UNIT PRICE TOTAL COST TOTAL COST ITEM NO DESCRIPTION UNIT CONTRACT QUANTITY Cents 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__. Company: By: Printed: Title: State of County of being duly sworn deposes and says that he is of (Name) (Organization) and that 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 10% 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: 7417 Asphalt Surface Treatment Project 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 7417 Asphalt Surface Treatment Project. 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 7417 Asphalt Surface Treatment Project 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 Thirty-Five(35) 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 Thirty-Five (35) 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 Thirty-five (35) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the Thirty-five (35) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Dollars ($ ), 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: N/A 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: DARIN ATTEBERRY, CITY MANAGER 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: 7417 Asphalt Surface Treatment Project 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, 7417 Asphalt Surface Treatment Project. 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, 7417 Asphalt Surface Treatment Project. 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: 7417 Asphalt Surface Treatment Project 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, 7417 Asphalt Surface Treatment Project. 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: 7417 Asphalt Surface Treatment Project 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for 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. Notary Public My Commission Expires: SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7417 Asphalt Surface Treatment Project CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for . (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that 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. SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE 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-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: Asphalt Surface Treatment Project CONTRACTOR: PROJECT NUMBER: 7417 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 .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .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: 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 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 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 TOTALS $0.00 $0.00 $0.00 $0.00 2012 ASPHALT SURFACE TREATMENT PROJECT GENERAL REQUIREMENTS INDEX SECTION PAGE NUMBERS 01010 Summary of Work General Requirements 1-2 01040 Coordination General Requirements 3-4 01310 Construction Schedules General Requirements 5-6 01330 Survey Data General Requirements 7 01410 Testing General Requirements 8-9 01510 Temporary Utilities General Requirements 10 01560 Temporary Controls General Requirements 111-12 01700 Contract Closeout General Requirements 13 01800 Method of Measurement and Basis of Payment General Requirements 14 SECTION 01010 SUMMARY OF WORK General Requirements - Page 1 of 14 1.1 DESCRIPTION OF WORK A. This work shall consist of the placement of Chip Seal, Slurry Seal or Cape Seal on residential streets and parking lots as shown in Section 3500, Project Maps. B. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. C. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner’s costs in providing field Engineer 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 to 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. Tom Knostman and/or Kathleen Maddux will be the Pavement Engineer/Project Manager for the City of Fort Collins. Tom Knostman 970-221-6576 Mobile 970-679-7947 Kathleen Maddux 970-221-6615 Mobile 970-222-8781 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 2 of 14 UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Public Service Company of Colorado 482-5922, 221-8553 Telephone: U.S. West Communications 484-0300, 226-6310 Traffic Operations: City of Ft. Collins, Colorado 221-6608 Cable Television: Comcast 493-7400 *Utility Locates Under One-call System 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 Emergency: 911 Police: City of Fort Collins Police Department Non-Emergency: 221-6550 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 END OF SECTION SECTION 01040 COORDINATION General Requirements – Page 3 of 14 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 Preconstruction 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 Subcontractor supervisors assigned to the project. 3. The 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 Engineer shall introduce the project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. The 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 Engineer. 1.3 PROGRESS MEETINGS A. Contractor and the Engineer shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Resident Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. SECTION 01040 COORDINATION General Requirements – Page 4 of 14 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 Engineer 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 5 of 14 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 6 of 14 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 01330 SURVEY DATA General Requirements – Page 7 of 14 1.1 SURVEY REQUIREMENTS A. The Owner will provide the construction surveying for street improvements as needed. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyors a minimum of 48 hours prior to needing surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re- staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION SECTION 01410 TESTING General Requirements – Page 8 of 14 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require 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 hereof 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. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Engineer 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 his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or Engineers employed by the Owner. The Contractors control system shall specifically include all testing required by the various sections of these Specifications. SECTION 01410 TESTING General Requirements – Page 9 of 14 B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer 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 Engineer weekly. END OF SECTION SECTION 01510 TEMPORARY UTILITIES General Requirements – Page 10 of 14 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 01560 TEMPORARY CONTROLS General Requirements – Page 11 of 14 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 Erosion Control Manual. 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the latest revisions of the “Manual of Uniform Traffic Control Devices” (MUTCD), the City of Fort Collins “Work Area Traffic Control Handbook,” and the “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 01560 TEMPORARY CONTROLS General Requirements – Page 12 of 14 1.6 HAUL ROUTES The Engineer 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 13 of 14 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 Engineer 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 Engineer upon request, one current marked-up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. B. These record drawings along with any survey records, photographs and written descriptions of said work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT General Requirements – Page 14 of 14 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re-negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. END OF SECTION SECTION 02000 PROJECT SPECIFICATIONS The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", 2011, and the Larimer County “Urban Area Street Standards”, (hereafter referred to as the "Standard Specifications"), latest revisions, 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 Storm Water and Inlet Protection 409 Asphalt Chip Seal 409 Asphalt Slurry Seal 409 Asphalt Cape Seal 630 Construction Zone Traffic Control SECTION 104 TRAFFIC AND PARKING CONTROL Project Specifications - Page 2 of 35 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 commencement of work and shall clearly show the type of work, and the day, date, and times that the message on the sign is in effect. (For example, if a street is to be sealed on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., SLURRY SEAL) 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. No Parking signs may be placed, maintained, and removed by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. 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 shall notify the Engineer to arrange for any required towing. If the No Parking sign has been in place for a minimum of 24 hours, then the City shall 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 additional compensation for delays associated with the towing of illegally parked vehicles. Work performed by the Contractor without traffic control or placement of “No Parking” signs will not be paid for under the terms of this Contract. The Owner may deduct $1,000.00 per day for each day traffic control devices are not in compliance with these specifications. The Contractor shall not be paid for delays resulting from traffic control issues. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer will meet to discuss the progress of the work and the placement of traffic control devices including "No Parking" signs and required adjustments. The Contractor and Engineer shall also review and determine the proposed means of handling parking and traffic control for the upcoming work. Requested changes to the traffic control, including additional signs, barricades, and/or flaggers shall be implemented immediately. 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 businesses, schools, and residents impacted by the work and shall communicate their schedule 48 hours prior to commencing work. Traffic Control costs including but not limited to furnishing equipment, equipment set up/removal/modification, TCS and Flagging personnel hours, vehicles, phones, notification delivery, hand signs, communication devices, sandbags, and all related incidental items required for traffic control under this contract shall be included in the contract unit prices for the work, complete-in-place and as specified under Revision of Section 630, “Construction Zone Traffic Control”. “Variable Message Boards” and “Additional Flagging Personnel” shall be paid for under Section 630, “Construction Zone Traffic Control”. Project Specifications - Page 3 of 35 NO PARKING Wed 7:00 AM - SLURRY SEAL END OF SECTION July 7 6:00 PM REVISION OF SECTION 105 CONTROL OF WORK Project Specifications - Page 4 of 35 Section 105 of the Standard Specifications is hereby revised as follows: AUTHORITY OF THE ENGINEER Subsection 105.01 is hereby amended to include the following: No phase of construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the Owner to stop work. During periods of Traffic Control non- compliance, the Contractor may be assessed $1,000.00 per day, may forfeit payment of work and materials installed, and may lose contract working days as determined by the Owner. The Contractor shall not be entitled to compensation for delays associated with non-compliant periods. Subsection 105.02 shall be amended to 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 208.02 Erosion Control Devices Yes No 208.06 Spill Kit: List of items included Yes No 409.00 Asphalt Mix Design Yes No 630.10 Traffic Control Plans 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” to reduce environmental impacts related to construction. Please comply by turning off vehicles that are not in use instead of idling for long periods (more than three minutes, as a general rule). COOPERATION WITH UTILITIES Subsection 105.11 shall include the following: City Utilities, Parks, Traffic, Streets, concrete, and utility contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the Work without interfering or hindering the progress or completion of the work being performed by other contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts, and ensure timely completion of all the work. REVISION OF SECTION 105 CONTROL OF WORK Project Specifications - Page 5 of 35 INSPECTION AND TESTING OF WORK Subsection 105.16 shall include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer 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 Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer 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 Engineer 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, as accepted, will not be measured and paid for separately, but shall be included in the work. All applied slurry, chip, and cape seal surfaces shall be swept by an approved vacuum style sweeper to remove any excess raveled material which becomes dislodged from the street surface after seven (7) calendar days, or as directed by the Engineer, and again after 30 calendar days, or as directed by the Engineer. Any dislodged material which has migrated to gutters, sidewalks, and driveways shall be removed at this time. Dislodged material shall be disposed of to a site approved by the Engineer. Excessive raveling, as determined by the Engineer, shall be swept by the Contractor at no additional cost to the Owner. Sweeping shall be paid for per each complete sweeping of all surfaces, and shall include “No Parking” signs, blowing or sweeping of gutters, sidewalks, and driveways as necessary prior to sweeping treated surfaces. Payment shall include all equipment, labor, materials, overhead, incidentals and mobilization required to complete the work as described in the specifications. REVISION OF SECTION 105 CONTROL OF WORK Project Specifications - Page 6 of 35 BASIS OF PAYMENT Payment will be made under: Pay Item Unit 105.01 Sweeping - All street and parking lot surfaces Each 105.02 Sweeping – All parking lot surfaces Each The above prices and payments shall include full compensation for furnishing all equipment, labor, materials, tools, mobilization, traffic control devices, TCS and flagging personnel, traffic control signage (‘No Parking’ signs), incidentals and for sweeping treated surfaces, including blowing or hand sweeping of gutters, sidewalks, and driveways prior to sweeping treated surfaces. END OF SECTION REVISION OF SECTION 108 PROSECUTION AND PROGRESS Project Specifications - Page 7 of 35 Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall include the following: A schedule of work must accompany any bid, and shall include number of working days per area to complete all unit work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project Maps. The schedule should take any priorities into consideration. The schedule should also include projected start and end dates. Individual street quantities are described in Section 02500, Quantity Estimates. Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. LIMITATION OF OPERATIONS Subsection 108.05 shall include the following: The work shall be completed within the following calendar months: JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC DETERMINATION AND EXTENSION OF CONTRACT TIME Subsection 108.08 shall include the following: Work hours shall be 7:00 a.m. to 5:00 p.m., Monday through Friday, or as approved by the Engineer. All Work is to be complete for a single project area within thirty five (35) consecutive working days during the months of June through August. It is the intent of this project to be completed within thirty five (35) consecutive working days after work commences for the City of Fort Collins as described below: Fourteen (29) consecutive working days will be allotted for construction. Three (3) consecutive working days will be allotted for the first sweeping operation. See Revision of Section 105, Maintenance During Construction Three (3) consecutive working days will be allotted for the second sweeping operation. See Revision of Section 105, Maintenance During Construction Failure to meet the working days described above, or failure to commence sweeping at the described intervals shall result in damages assessed against the Contractor as described in Article 3 of the Agreement, Contract Times. Delays and extensions of time are described in the General Conditions. REVISION OF SECTION 108 PROSECUTION AND PROGRESS Project Specifications - Page 8 of 35 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, or fully complete the project in thirty five (35) consecutive 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 STORM WATER AND INLET PROTECTION Project Specifications - Page 9 of 35 Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be revised as follows: This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures during the installation and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any state waters. Work shall be in accordance with the latest revisions of the City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins Environmental Standard Operating Procedures contained herein, section 04000, and the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction . Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or offsite) related to erosion caused by construction of this project, shall be the sole responsibility of the Contractor. MATERIALS Subsection 208.02 shall be revised as follows: Contractor will submit the type of material to be used for erosion control measures prior to beginning the work. See section 03000. Straw wattles shall not be allowed. 1. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. 2. Erosion control devices around inlets near the load site shall be required. 3. Erosion control devices on the downhill side of an aggregate stockpile shall be required. Recycled Rubberized Inlet Protection shall meet the following requirements: 1. Infill material: Shredded recycled rubber 2. Weight: approximately 10 lbs per linear foot 3. Diameter: Approximately 9 inches 4. Geotextile fabric: Made of a durable fabric with a typical weight of 6-10 oz/yd. CONSTRUCTION REQUIREMENTS Subsection 208.03 shall be revised as follows: All erosion control measures must be installed prior to starting work. It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of construction debris. Inlet filters All storm drainage system inlets shall be filtered. unless better treatment is available before water is discharged into streams or onto adjacent properties. REVISION OF SECTION 208 STORM WATER AND INLET PROTECTION Project Specifications - Page 10 of 35 Drop Inlets Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in Figure D- 23. Materials other than straw bales must be demonstrated to provide the same level of treatment before acceptance by the Engineer. Straw bales shall be placed in a single row tightly butted end-to-end or overlapped and staked. The bales shall be installed to a minimum depth of four inches. After bales are installed and staked, loose straw will be wedged between bales and soil shall be backfilled three inches against the filter. Maintenance The contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. See Detail SC-5 contained herein. All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half of the design depth has been filled. Removed sediments shall be removed immediately from the traveled way of roads and streets and disposed of properly. METHOD OF MEASUREMENT Subsection 208.11 shall include the following: Payment shall be made by the lineal foot for gravel or recycled rubber wattle inlet protection devices installed and accepted at each location within the work area or as required by the Engineer. The length shall be sufficient to protect the inlet opening and sides of the inlet grate. Excessive lengths shall not be paid. When a protection device is installed at a new location, whether the protection device is new or has been relocated, an additional payment shall be made by the lineal foot for the protection of the location. Payment for straw bales shall be made by each protection device per location installed and accepted or as required by the Engineer. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the disposal of such sediment, shall be considered incidental to the work and not be paid separately. Street sweeping for sediment from inlet protection will not be measured or paid for separately but shall be incidental to the work. A protection device shall be installed at load sites and on the downstream side of stock piles or as directed by the Engineer and shall be considered incidental to the work and shall not be paid for separately. All construction material that enters an inlet due to work under this contract shall be removed from the inlet interior and removed from the site to an approved disposal location. This work shall not be paid for separately. REVISION OF SECTION 208 STORM WATER AND INLET PROTECTION Project Specifications - Page 11 of 35 BASIS OF PAYMENT Subsection 208.12 shall include the following: Payment will be made under: Pay Item Unit 208.01 Stormwater Protection – Wattle Lineal Foot 208.02 Stormwater Protection – Straw Bales Each The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, traffic control devices, TCS and flagging personnel, and related traffic control incidentals, and for doing all work involved in installing, maintaining, and removing when required, erosion control measures, as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION REVISION OF SECTION 409 SEAL COAT Project Specifications - Page 12 of 35 DESCRIPTION Subsection 409.01 shall include the following: This work shall consist of furnishing and installing polymerized emulsified asphalt integrated with surface treatments including chip seal, double chip seal, slurry seal, cape seal, and a fog seal, when required, on properly prepared roadway surfaces as specified herein and as directed by the Engineer. MATERIAL Subsection 409.02 shall be deleted and replaced with the following requirements for the applicable treatment: ASPHALT EMULSION – GENERAL Asphalt material shall be accepted at the distributor. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance and submitted to the Engineer to assure that it is the same as that used in the mix design. The Contractor shall supply samples for each requested material for testing upon request of the City. A one-quart sample of the emulsion shall be submitted from the first delivery. The source of the base asphalt, polymer, additives, and supplier shall be stated on the sample and shall not change during the course of construction. Suitable storage facilities and containers for the asphalt emulsion shall be provided and shall be equipped to prevent water from entering the emulsion. If necessary, suitable heat shall be provided to prevent freezing; however the heat shall not reach the temperature required for the chemical process to respond as if the emulsion had been applied to the road. ASPHALT EMULSION - CHIP SEAL Polymerized cationic rapid set emulsified asphalt (CRS-2P), or equivalent, shall be an emulsified blend of polymerized asphalt, water, emulsifiers, and polymer. The asphalt cement shall be polymer modified prior to emulsification and shall contain a minimum of three percent (3.0%) styrene-butadiene-styrene (SBS) block copolymer by weight of asphalt cement. The emulsion, standing undisturbed for a minimum of 24 hours, shall show no milky white separation, but shall be smooth and homogeneous throughout. The polymer shall be incorporated by co-milling into the emulsion and shall be capable of being pumped and be suitable for application through a distributor truck. REVISION OF SECTION 409 SEAL COAT Project Specifications - Page 13 of 35 Table 702-2 shall be deleted and replaced with the following: Tests on Emulsion (CRS-2P) Minimum Maximum Test Method Viscosity, at 50°C, Saybolt Furol, sec (a) 80 450 AASHTO T59 Storage Stability, 24-hr, % Max (a) 1.0 AASHTO T59 Particle Charge Test Positive AASHTO T59 Sieve test, % Max (a) 0.10 AASHTO T59 Demulsibility, % Min (c) 40 AASHTO T59 Oil Distillate by Volume, % Max or Range 3.0 AASHTO T59 Residue by distillation/evaporation, % min (b) 70 T59 Tests on Residue Minimum Maximum Test Method Penetration, 25C, 100g, 5s, min, dmm 60 110 AASHTO T49 Ductility, 25C, 5 cm/min, cm 100 AASHTO T51 Ductility, 4C, 5 cm/min, cm, min 45 AASHTO T51 Toughness, in-lbs, min 110 CP-L 2210 Tenacity, in lbs, min 75 CP-L 2210 Elastic Recovery, 25C 75 AASHTO T301 Softening Point, Ring & Ball, C 57 AASHTO T 53 Solubility in Trichloroethylene, % min 97.5 AASHTO T44 a) The Contractor shall submit a Certificate of Compliance from the supplier for the above testing. This certificate shall verify that the material conforms to the applicable Project Specifications and Revisions within the construction year. b) For polymerized emulsions the distillation and evaporation tests will in be conformance with AASHTO T- 59 or CP-L 2212 respectively with modifications to include 205 +/- 5 C maximum temperatures to be held for 15 minutes. c) The Demulsibility test shall be made within 30 days from the date of shipment. ASPHALT EMULSION - SLURRY SEAL The emulsified asphalt shall conform to Grade CQS-1HL (Cationic Quick Setting Emulsified Asphalt with Latex Polymer) as specified in ASTM D977 and D2397 (Specification for Emulsified Asphalt and Cationic Emulsified Asphalt), except that the residual asphalt having a penetration of 40 – 90, shall constitute at least 60 percent of the emulsion by weight, and that the Saybolt Furol Viscosity of the emulsion at 77 F (25 C) shall not exceed 50 seconds. Slow setting emulsions may not be used. CQS-1HL shall be an emulsified blend of asphalt, water, and styrene-butadiene rubber (SBR) latex and emulsifiers. The emulsion shall be pumpable and suitable for use in slurry seal mixing and spreading equipment, and suitable for application through a distributor truck. The emulsion shall contain a minimum of three percent (3.0%) by weight of SBR polymer solids based on weight of residual asphalt. The slurry seal mixture shall contain an emulsion content of 10 –20% by weight of dry aggregate which shall be determined in the laboratory by an approved mix design process. The residual asphalt content shall be 10 – 20% based on weight of dry aggregate. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance and submitted to the Engineer to assure that it is the same as that used in the mix design. REVISION OF SECTION 409 SEAL COAT Project Specifications - Page 14 of 35 Tests on CQS-1hL Emulsion Minimum Maximum Test Method Viscosity, at 50°C, Saybolt Furol, sec (a) 20 100 AASHTO T59 Storage Stability, 24-hr, % Max (a) 1.0 AASHTO T59 Particle Charge Test Positive AASHTO T59 Sieve test, % Max (a) 0.10 AASHTO T59 Distillation: (b) AASHTO T59 Residue, % 60 AASHTO T59 Polymer: Polymer Solids Based on Weight of Asphalt % 3.0 AASHTO T59 Residue by distillation/evaporation, % min (b) 65 AASHTO T59 Tests on Residue Minimum Maximum Test Method Penetration, 25C, 100g, 5s, min, dmm 40 90 T49 Ductility, 4C, 5 cm/min, cm, min 40 T51 Solubility in Trichloroethylene, % min (c) 97.5 T44 Elastic Recovery, 25 C 60 T301 Softening Point, Ring & Ball, C 57 T 53 a) The Contractor shall submit a Certificate of Compliance from the supplier for the above testing. This certificate shall verify that the material conforms to the applicable Project Specifications and Revisions within the installation year. b) For polymerized emulsions the distillation and evaporation tests will in be conformance with AASHTO T- 59 or CP-L 2212 with modifications to include 205 +/- 5 C maximum temperatures to be held for 15 minutes. c) The Demulsibility test shall be made within 30 days from the date of shipment. ASPHALT EMULSION – CAPE SEAL Cape Seal emulsified asphalt shall conform to the requirements for Chip Seal and Slurry Seal emulsion for each layer of treatment emulsion respectively. AGGREGATE MATERIAL Subsection 409.03 shall include the following: AGGREGATE – GENERAL All materials shall be pre-tested by the Contractor, at no cost to Owner, in a qualified laboratory as to their suitability for use in the installation and conformance with project specifications. The laboratory shall issue a current report (within 6 months of installation) showing the results of tests performed on the individual materials, comparing their values to those required by this specification. The aggregate shall be washed, hard, durable, and clean rock free from dirt, organic matter, clay balls, adherent films of clay, or other objectionable material. The presence of oversized material and/or clay balls shall be grounds for rejection. REVISION OF SECTION 409 SEAL COAT Project Specifications - Page 15 of 35 Samples of materials and of the finished surface shall be furnished by the Contractor as directed by the Engineer during progress of the work at no expense to the Owner. Test reports shall be required from the Contractor as additional materials arrive. Testing costs will be computed in accordance with section 1410 "Testing". Stockpiling of Aggregate: Precautions shall be taken to insure that stockpiles are carefully mixed immediately prior to use to insure uniform distribution of the moisture, and that they do not become contaminated with over- sized rock, clay, silt, or excessive amounts of moisture. The stockpile shall be kept in areas that drain readily. Segregation of the aggregate will not be permitted. Also see Section 208, Erosion Control and Inlet Protection. Segregation of the aggregate will not be permitted. The Contractor is solely responsible for finding and securing a suitable staging area. The location of the staging must be submitted and approved by the Project Manager prior to use. No portion of the right of way may be used for storage of any materials or equipment. Written authorization to use private property to store equipment and materials shall be obtained from the property owner and submitted to the Owner prior to mobilization and use. The Owner shall be allowed access to the load site at all times. The Contractor shall also submit a letter of indemnification to the Owner and the property owner. Aggregate shall be manufactured crushed fine grained, igneous rock (grain size less than 0.5 mm) having a positive attraction to the binder(s), shall be of the same material source, and must comply with the following: Test on Aggregate Maximum Test LA Abrasion, % loss 20 AASHTO T 96 Flat & Elongated (3 to 1), % 5 ASTM D4791 Absorption, % 2 AASHTO T 85 Sodium Sulfate 15 AASHTO T 104 Magnesium Sulfate 20 AASHTO T 104 Faces Fractured, % 100 Minimum ASTM D5821 Plastic Index (Fines) Non-Plastic AGGREGATE – CHIP SEAL Table 703-6 shall be deleted and replaced with the following table: Gradation Sieve Size 3/8” Chip Seal 1/4” Chip Seal 1/2” 100 100 3/8” 100 100 1/4” 0-35 100 No. 8 0-3 0-3 No. 200 0-1.5 0-1.5 AGGREGATE – SLURRY SEAL The mineral aggregate shall consist of natural or manufactured sand, slag, crusher fines, and others, or a combination thereof and be gray in color. The aggregate shall be 100% crushed. Smooth-textured sand of less than 1.25% water absorption shall not exceed 50% of the total combined aggregate. REVISION OF SECTION 409 SEAL COAT Project Specifications - Page 16 of 35 The aggregate shall be clean and free from organic matter and other deleterious substances. When tested in accordance with AASHTO T176 or ASTM A2419 (Sand Equivalent Value of Soils and Fine Aggregates), the aggregate shall have a sand equivalent of not less than 65. When tested in accordance with AASHTO T104, or ASTM C88 (Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulphate), the aggregate shall show a loss of not more than 15% using NA2SO4, or 25% using MgSO4. When tested in Accordance with ASTM D 1664, the aggregate shall have a retained bituminous film above 95%. Aggregates that do not meet this requirement may be used for surface treatments and seal coats provided a satisfactory chemical additive or wetting agent is used to provide a water-resistant film. Use of chemical additives or wetting agents is subject to prior approval or may be waived by the Engineer. Mineral fillers such as Portland cement, limestone dust, lime, fly ash, and other approved fillers shall be considered as part of the blended aggregate, used in the minimum amount required, and manufactured in the project year. Cost of mineral fillers, if used, is to be included in the unit price of the slurry seal and shall not be paid for separately. They shall meet the gradation requirements of AASHTO M17 or ASTM D242 (Mineral Filler for Bituminous Paving Mixtures). Mineral fillers shall be used for one or more of the following reasons only: 1. To improve the gradation of the aggregate. 2. To control the time of break of the emulsion. 3. To provide improved stability and workability of the slurry. 4. To increase the durability of the cured slurry. Screening of aggregate shall be required at the quarry prior to delivery to the job site. Oversized material and/or clay balls in the slurry seal shall be cause for rejection. The total aggregate, including mineral filler, shall conform to the following gradation when tested by AASHTO T27, or ASTM C136 (Sieve Analysis of Aggregates): SIEVE SIZE PERCENT PASSING TYPE II 3/8" ( 9.5 mm ) 100 No. 4 ( 4.75 mm ) 90 - 100 No. 8 ( 2.36 mm ) 65 - 90 No. 16 ( 1.18 mm ) 45 - 70 No. 30 ( 600 um ) 30 - 50 No. 50 ( 330 um ) 18 - 30 No. 100 ( 150 um ) 10 - 20 No. 200 ( 75 um ) 5 - 15 The Contractor shall submit a Certificate of Compliance from the intended aggregate producer. This certificate shall verify that the material conforms to the applicable Project Specifications and Revision of Section 409, Asphalt Slurry Seal. This certificate shall be supplemented by laboratory test data performed by an independent testing laboratory at no expense to the Owner. REVISION OF SECTION 409 SEAL COAT Project Specifications - Page 17 of 35 MIX DESIGN At least two weeks prior to commencement of work, the Contractor shall submit a signed mix design covering the specific materials to be used on the project. This design shall be performed by a laboratory qualified to perform International Slurry Seal Association (ISSA) tests. Once the materials are approved, no substitution will be permitted, unless first tested by the laboratory preparing the mix design and approved by the Engineer. 1. Mix Design The qualified laboratory shall develop the job mix design and present certified test results for the Engineers approval. Compatibility of the aggregate and emulsion shall be verified by the mix design. All component materials used in the mix design shall be representative of the material proposed by the Contractor for use on the project. 2. Specifications The Engineer shall approve the design mix and all materials and methods prior to use. The component materials shall be within the following limits: Residual Asphalt Type II: 5.0% to 15.0% by dry weight of aggregate Mineral Filler 0.5% to 2% by dry weight of aggregate Additive As required to provide the specified properties Water As required to produce proper mix consistency WATER All water used in making the slurry shall be potable and free of dissolved ingredients that may prove harmful. Water shall be of such quality that the asphalt will not separate from the emulsion before the slurry seal is in place. The effect of moisture content on the specific weight of the aggregate, and the moisture content of the aggregate being used, shall be taken into account in calibrating the machine to deliver mix in the correct proportion. LABORATORY TESTING All materials shall be pre-tested by the Contractor, at his expense, in a qualified laboratory as to their suitability for use in slurry and conformance with project specifications. The laboratory shall issue a current report which shows the results of tests performed on the individual materials, comparing their values to those required by this specification. The report will provide the following information on the slurry seal mixture: TEST PURPOSE METHOD SPECIFICATION Slurry Seal Consistency ISSA T106 2 - 3 cm Excess Asphalt ISSA T109 50 g/ft2 max Wet Stripping Test ISSA T114 Pass (90% min) Compatibility ISSA T115 Pass* Quick Set Emulsion ISSA T102 Pass** REVISION OF SECTION 409 SEAL COAT Project Specifications - Page 18 of 35 TEST PURPOSE METHOD SPECIFICATION Wet Track Abrasion 1 Hour Soak Loss 6 Day Soak Loss ASTM D3910 50 g/ft2 max (538 g/m2 max) 75 g/ft2 max (807 g/m2 max) * Mixing tests must pass at the maximum expected air temperature. ** Using specific job aggregate and emulsion content. The laboratory shall further report the quantitative effects of moisture content on the unit weight of the aggregate (Bulking effect). The laboratory report must clearly show the proportions of aggregate, mineral filler (minimum and maximum), water (minimum and maximum), additive(s) (usage), and asphalt based on the dry aggregate weight. A current and complete laboratory analysis and test report, accompanied by abraded and unabraded slurry test samples, shall be submitted by the Contractor at least two weeks prior to commencement of any work. If the Contractor performs this testing, the Engineer or his representative shall be allowed to observe all testing. AGGREGATE – CAPE SEAL Cape Seal aggregate shall conform to the requirements for Chip Seal and Slurry Seal aggregate for each layer of treatment aggregate respectively. CONSTRUCTION REQUIREMENTS - GENERAL The Contractor shall notify businesses, schools, and residents at least 48 hrs prior to starting each phase of the installation (see Revision of Section 630, Construction Zone Traffic Control). The flyer or door hanger shall be submitted to the Engineer for approval one (1) week prior to construction. The flyer shall include a local or toll free contact number for the Contractor and include the following: “Learn more about the City of Fort Collins Street Maintenance Program and find answers to common questions by visiting www.fcgov.com/streets.” Subsection 409.04 shall include the following: WEATHER LIMITATIONS No bituminous material shall be applied as follows: 1. When there is any danger the finished product will freeze before it cures completely. 2. When the pavement or air temperature is 60F (16 C) or below and falling. 3. While puddles of water remain on the surface to be coated. 4. As directed by the Engineer. REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 19 of 35 Subsection 409.05 shall include the following: EQUIPMENT - GENERAL All equipment, tools, and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Unsatisfactory equipment shall be removed and replaced without delay or cost. Descriptive information on mixing and applying equipment to be used shall be submitted for approval a minimum of seven (7) days before commencement of work. The equipment shall conform to the following minimum requirements: Proportioning Devices Individual volume or weight controls for proportioning each material shall be provided and properly marked. Yield estimates with supporting documentation from the metering devices and material delivery tickets will be provided by the Contractor daily. Calibration Equipment shall be calibrated in the presence of the Engineer prior to construction. Documentation shall be provided including individual calibration of each material at various settings, which can be related to the machine’s metering device(s). No machine will be allowed to work on the project until the calibration has been completed and accepted by the Engineer. Previous calibration documentation covering the exact materials to be used may be accepted provided they were made during the current calendar year. The documentation shall include an individual calibration of each material of various settings which can be related to the machine metering device(s). Verification Test strips for each mix used may be required for each machine and each mix used after calibration and prior to construction. If the test sections do not conform to the specification requirements, the treatment shall be removed at the Contractor’s expense. No compensation will be made for re-application or additional test sections required due to unsatisfactory work or material. Initiation of work on the project streets shall not begin without the Engineer’s approval of test sections. Cleaning Equipment A minimum of two vacuum designed sweepers having only negative air pressure at the road surface capable of removing excess aggregate and debris material shall be used on this project. The body hoppers of the vacuum sweepers shall be a minimum capacity of ten cubic yards, and the negative air pressure at the intake shall be rated at forty six inches of negative water pressure. Sweepers shall meet applicable U.S. Environmental Protection Agency Standards. REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 20 of 35 Bituminous Distributor A minimum of two distributors shall be used. The distributors shall be self-powered and capable of providing a uniform application rate of emulsion varying from .05-1.00 gallons per square yard over a variable width up to twenty feet in a single pass. The uniformity of the distributors shall not vary by more than two-hundredths (0.02) gallon per square yard. The distributors shall be equipped with a variable power unit for the pump and full circulation spray bars, which are adjustable laterally and vertically. Distributors shall be self-powered and include computerized application controls, a tachometer, pressure gauges, accurate volume devices, calibrated tank, and a thermometer for measuring temperatures of the emulsion in the tank. Necessary precautionary measures shall be taken to prevent diesel fuel or other cleaning solvents from contaminating bituminous material. Aggregate Spreader The Aggregate Spreader shall be equipped with a computerized rate control for applying 3/8" and 1/4 “ chip seal material at a uniform rate of application on variable widths of surface up to 18 feet. The aggregate spreader shall be self-propelled and supported by at least four tires on two axles capable of providing a uniform application rate of aggregate from five to fifty pounds per square yard over a variable width up to twenty feet in a single pass. The uniformity of this machine shall not vary by more than one pound per square yard. The aggregate spreader shall be equipped with the means of applying the cover coat material to the surface with computerized application controls so that the required amount of material will be deposited uniformly over the full width of the bituminous material. Other types of aggregate spreaders may be used provided they accomplish equivalent results and have been approved. Slurry Spreading Equipment The surfacing mixture shall be spread uniformly by means of a mechanical type squeegee distributor, having a rubber-like material in contact with the surface to prevent unwanted egress of slurry. It shall prevent loss of slurry on varying grades and crown by adjustments to assure uniform spread. An appropriate mechanical device for lateral distribution of the slurry shall be operated within the spreader box. There shall be a steering device, a flexible strike-off, and a burlap type or other approved drag for the longitudinal joint. The spreader box shall be equipped with paddles or augers to agitate and spread the materials throughout the box. It shall be capable of producing a uniform surface its full width. A front seal shall be provided to ensure no loss of the mixture at the road contact point. The rear seal shall act as final strike off and shall be adjustable. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid resistant application of material on the surface. The spreader box and rear strike off shall be so designed and operated that a uniform consistency is achieved to produce a free flow of material to the rear strike off. The longitudinal joint where two spreads join shall be neat appearing, uniform, and lapped no more than six (6) inches but not less than 4”. All excess material shall be removed from the job site prior to opening the road. The spreader box shall have suitable means provided to side-shift the box to compensate for variations in pavement geometry. The box shall be kept clean, and no build-up of asphalt and aggregate shall be permitted. Spreader box skids shall be maintained in such a manner to prevent transverse chatter (wash-boarding) in the finished mat. Any type drag used shall be approved by the Engineer and kept in a completely flexible condition at all times. Rollers A minimum of two (2) rubber-tired rollers for Chip Seal and one (1) rubber-tired roller for Slurry and Cape Seal shall be used on the project unless otherwise requested by the Engineer. The pneumatic tired rollers shall be self- propelled and the gross load adjustable to apply 200 to 350 pounds per inch of rolling width, as directed. Tire pressures or contact pressures may be specified for the pneumatic tire rollers. Tire pressures on each roller shall not vary more than plus or minus 2.0 psi. The wheels on the rollers shall be equipped with adjustable scrapers, which shall be used when necessary to clean the wheel surface. Depending on the installation rates, additional rollers may be required. At no time shall the rollers travel more than ten miles per hour. The rollers shall be maintained in good condition and be operated by experienced roller operators. REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 21 of 35 Sweepers A rotary broom or other approved sweeping or blowing equipment meeting applicable U.S. Environmental Protection Agency Standards may be used to windrow excess material to be picked up during the Chip Seal treatment. Vacuum designed sweepers having only negative air pressure at the road surface capable of removing excess aggregate and debris material shall be used on Chip, Slurry, and Cape Seal treatments. The body hoppers of the vacuum sweepers shall have a minimum capacity of ten cubic yards, and the negative air pressure at the intake shall be rated at forty six inches of negative water pressure. Sweepers shall meet applicable U.S. Environmental Protection Agency Standards. Auxiliary Equipment Hand squeegees, portable emulsion spray systems, shovels, and all other equipment necessary to perform the work shall be provided by the Contractor at no additional cost to the Owner. SURFACE PREPARATION Subsection 409.06 shall include the following: PREPERATION OF SURFACE - GENERAL The Owner will be performing concrete repair, patching, and crack sealing on the streets prior to the application of the surface treatments. Inlet protection for erosion control and construction material infiltration into the inlet shall be required at all inlets prior to start of Work. See Sections 208, Erosion Control and Inlet Protection, and Section 4000, Environmental Standard Operating Procedures. Prior to treatment installation, the Contractor shall be responsible for ensuring that the surface is cleaned of all loose material, oil, silt spots, vegetation, and other objectionable material. The roadway surface and gutter shall be included in cleaning efforts. Dust and other material in depressions or other places not removed by mechanical sweepers shall be swept with hand brooms. The Engineer may require washing of the pavement where other methods of cleaning do not provide an acceptable surface. Methods of cleaning shall be approved by the Engineer. Material removed from the surface shall not be mixed with the surface treatment materials. Bituminous material shall not be spread until the area has been cleaned to the satisfaction of the Engineer. All vegetation shall be removed from the surface to be sealed prior to surface treatment placement. Any dead or remaining vegetation shall be removed before sweeping. Vegetation may be removed by burning when, in the opinion of the Engineer, such burning causes no safety hazard or air pollution nuisance. The Contractor shall be responsible for the locating, protecting, and cleaning of all utility covers following the application of material. The protection method and procedure shall be submitted and approved by the Engineer. See Section 210, Reset Structures. SURFACE PREPARATION – CHIP SEAL Chip Seal surface preparation shall meet the aforementioned general requirements. SURFACE PREPARATION – SLURRY SEAL In addition to Slurry Seal surface preparation meeting the surface preparation general requirements, Slurry Seal being placed over a surface that has been cleaned of oil spots shall require an approved primer application or other approved process for mitigating potential de-lamination. REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 22 of 35 If the Slurry Seal is being placed over a brick or concrete surface, a highly absorbent asphalt surface, areas subjected to dusty conditions or over a surface where the aggregate has become exposed and is polished and slick, a one part emulsion, three part water tack coat of the same emulsion type and grade as specified for the slurry is recommended. This can be applied with an asphalt distributor. The normal application rate is 0.05 to 0.15 gallons of the diluted emulsion per square yard of surface (0.23 to 0.70 liters per square meter). The Engineer will have final authority to determine if tack coat is required and the rate at which it shall be applied. SURFACE PREPARATION – CAPE SEAL Cape Seal shall meet the general requirements for surface preparation above . APPLICATION – ASPHALT AND AGGREGATE Subsection 409.07 and 409.08 shall include the following: APPLICATION – GENERAL Ensuring proper spread rates and material proportions is the sole responsibility of the Contractor's. The Owner will continually be checking quantities using run sheets. The Contractor is encouraged to also check quantities with run sheets to avoid the penalties described herein. Yield estimates with supporting documentation from the metering devices and material delivery tickets will be provided by the Contractor daily. The seal coat shall be applied to alternating streets to provide sufficient public parking for those residents living on streets which have been closed. Traffic will not be allowed on the newly placed bituminous material until, in the opinion of the Engineer, the bituminous material has sufficiently set and bonded to prevent damage by vehicular traffic. Areas which are subject to an increased rate of sharp turning vehicles may require additional time to allow for a more complete cure of the surface application to prevent damage. Street closures shall be opened as soon as the material has sufficiently set and bonded. Manholes and valves on streets to be slurry sealed shall be clean when the work is completed. They shall be covered in a suitable manner prior to sealing, and the covering shall be removed immediately after the street is sealed. The Contractor shall submit the method for protecting manholes and valves to the Engineer for approval at least two weeks prior to commencement of work. After sealing, the Contractor shall verify accessibility to manholes and valves to the satisfaction of the Engineer at the end of each day. Manholes and valves shall be marked by the Contractor prior to placing the slurry to insure each one is located and can be found after slurry sealing. The Contractor is solely responsible for finding and using suitable stockpile locations. The Owner shall be allowed access to the stockpile locations at all times. No portion of the right of way may be used for storage of materials or equipment. Materials shall be stored in an area to prevent water saturation and contamination of stockpiled aggregates. On-site emulsion tanks shall be empty and cleaned of all residual asphalt prior to delivery of the first load of approved emulsion. Written authorization to use private property to store equipment and materials shall be obtained from the property owner and submitted prior to mobilization and use. The Contractor shall also submit a letter of indemnification to the Owner and the property owner. Samples of materials shall be furnished as directed by the Engineer during progress of the work at no expense to Owner. The Engineer may use the recorders and measuring facilities of the unit(s) to determine application and yield rates. Yield estimates with supporting documentation from the metering devices and material delivery tickets will be provided by the Contractor to the Engineer on a daily basis. REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 23 of 35 The Engineer shall schedule testing as required during the project and shall be notified 24 hrs in advance of all material deliveries. Tests may be run on the aggregate and emulsion. Test results will be compared to the specifications. The Engineer shall notify the Contractor immediately if any test fails to meet the specifications. Frequency of assurance testing will be at the direction of the Engineer. Noncompliance of materials shall be basis for rejection. It is the responsibility of the Contractor, at his own expense, to prove to the Engineer that the conditions have been corrected before work may continue. APPLICATION – CHIP SEAL AND DOUBLE CHIP SEAL Chip Seal surface treatments shall be installed as a Chip Seal (one layer) or a Double Chip Seal (two layer) installation. The surface aggregate size shall be 1/4” on residential streets and 3/8” on collector and arterial streets. The aggregate and CRS-2P application rates for a Chip Seal treatment shall be in accordance with the following: CHIP SEAL APPLICATION TABLE (one layer) Material 3/8” Chip 1/4” Chip CRS-2P-Chipseal 0.34-0.40 Gal/SY 0.28-0.34 Gal/SY CRS-2P-Fogseal 0.11-0.14 Gal/SY 0.08-0.12 Gal/SY Aggregate 22 lbs/SY Minimum 18 lbs/SY Minimum Double Chip Seal surface aggregate size shall be 1/4” over 3/8” on residential streets and 3/8” over 3/8” on collector and arterial streets and shall be in accordance with the following: DOUBLE CHIP SEAL APPLICATION TABLE (two layers) Material 3/8” on 3/8” Chip 1/4” on 3/8” Chip CRS-2P-Chipseal 0.68-0.79 Gal/SY 0.62-0.75 Gal/SY CRS-2P-Fogseal 0.11-0.14 Gal/SY 0.08-0.12 Gal/SY Aggregate 55 lbs/SY Minimum 50 lbs/SY Minimum The specific emulsion and cover aggregate application rate shall also be determined using factors such as surface temperature, traffic volume, existing road condition, and time of year. The application rate may be modified at any time during the course of the construction upon approval by the Engineer. Emulsion Application Bituminous material shall be applied by means of a pressure distributor in a uniform, continuous spread over the section to be treated and within the temperature range of 160 -185º F. The distributor shall be moving forward at the proper application speed at the time the spray bar is opened. Where multiple passes are required to complete the full width, the four inches adjacent to the second pass may be left with fifty percent coverage so that the next pass will complete the full application rate specified. The nozzle angle and bar height shall be set to provide one hundred percent (100) of double coverage in a single pass. A strip of roofing paper at least three (3) feet in width and with a length equal to that of the spray bar of the distributor plus one (1) foot shall be used at the beginning of each spread. If the cut-off is not positive, the use of paper shall be required at the end of each spread. The paper shall be disposed of in a lawful manner. Any skipped areas or deficiencies shall be corrected. Junctions of spreads shall be carefully made to assure a smooth riding surface. REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 24 of 35 The length of spread of bituminous material shall not be in excess of that which trucks loaded with cover coat material can immediately cover. The spread of bituminous material shall not be more than four (4) inches wider than the width covered with aggregate from the spreading device and shall not spread onto the concrete, gutter, or crosspan. The Contractor shall use roofing paper or some other approved means of concrete crosspan protection to eliminate emulsion spray on concrete Under no circumstances shall operations proceed in such a manner that the bituminous material be allowed to chill, set up, dry, or otherwise impair retention of the aggregate. Application rates shall be sufficient to prevent streaked appearance in the surface. The distributor, when not spreading, shall be parked so that the spray bar or mechanism does not drip bituminous materials onto the surface of the street, gutters or private property. During all applications, the surface of adjacent structures shall be protected in such a manner as to prevent their being spattered or marred. Any areas inaccessible to the distributor shall be sprayed by hand. All sidewalks, gutters or other surfaces where spatter is excessive, in the opinion of the Engineer, shall be immediately cleaned. Aggregate Application Immediately following the application of bituminous material, aggregate cover material shall be spread in quantities as designated. Spreading shall be accomplished in such a manner that the tires of the trucks or aggregate spreader at no time contact the uncovered and newly applied bituminous material. If directed by the Engineer, the cover coat material shall be moistened with water to eliminate or reduce the dust coating of the aggregate; however, excess dust will be a cause for rejection of the aggregate. Immediately after the cover coat is spread, any deficient areas shall be covered by additional material. Rolling Rolling shall proceed in a longitudinal direction, beginning at the outer edges of application and working toward the center. Each pass shall overlap the previous pass by one-half of the width of the front wheel or roll. There shall be a minimum of three (3) passes with the pneumatic-tired rollers over the entire surface prior to moving ahead. One pass will be considered the number of trips to cover the entire surface from one side of the street to the other and for the length being worked. The first rolling of the aggregate shall be made before the asphalt emulsion breaks (roller shall complete the first rolling within approximately two and one-half (2 ½) minutes of the emulsion spray application). In no event shall traffic be allowed on the treated surface until all rolling has been completed. The aggregate shall not be applied in such a thickness as to cause blanketing. At no time shall the rollers travel more than ten miles per hour. Sweeping After the application of the cover coat material the surface shall be lightly broomed or otherwise maintained as directed by the Engineer, for a period of three to four days. Maintenance of the surface shall include the distribution of cover coat material over the surface to absorb any free bituminous material and cover any area deficient in cover coat material. In those areas requiring additional cover coat material, the surface shall be rolled with a rubber-tired roller to embed the aggregate in the bituminous material. The maintenance shall be conducted so as not to displace imbedded material. At the proper time, as determined by the Engineer, all excess cover coat material shall be removed. Excess aggregate that is clean may be stockpiled and re-used in subsequent locations at the discretion of the Engineer. The Engineer may reject aggregate that has been previously applied upon visual observation of the stockpile. REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 25 of 35 Clean up Emulsion sprayed on concrete crosspans will require removal by approved methods at the Contractors expense. All material swept or blown onto sidewalks, all trash, all discarded chip seal material or other construction debris shall be collected on a daily basis, removed from the site, and disposed of to a site approved by the Engineer. Fog Seal Application Within three (3) days of application of the chip seal, or as directed by the Engineer, the Contractor shall re-sweep all excess aggregate from the roadway and adjacent areas and apply a fog seal of CRS-2P to the surfaces. APPLICATION – SLURRY SEAL Slurry Seal application rate shall be 18 lbs/sy minimum – 21 lbs/sy maximum. The slurry shall be a homogeneous mixture, sufficiently stable during the entire mixing - spreading period so that the emulsion does not break, there is no segregation of fines from the coarser aggregate, and the liquid portion of the mix does not float to the surface. Total time of mixing, from introduction of emulsion to spreading shall be two minutes or less. Slurry mixtures placed in test strips shall conform to design mix with minor variations to obtain crack filling, bond to pavement, and desired skid resistance texture. In the event the materials do not meet the requirements for fluidity, non-segregation, or surface texture, a new job mix shall be formulated and tested. Work shall not proceed before approval of a design mix and acceptance following the placing of a test strip. General The surface shall be fogged with water directly preceding the spreader if required by local conditions as directed by the Engineer. No free water shall be on the surface of the pavement following fog spray. Rate of application of the fog spray shall be adjusted during the day to suit pavement temperatures, surface texture, humidity, and dryness of pavement surface. The slurry mixtures shall be of the desired consistency as it leaves the mixer, and no additional elements shall be added. A sufficient amount of slurry shall be carried in all parts of the spreader at all times so that complete coverage is obtained. No lumping, balling, or unmixed aggregates shall be permitted. No segregation of the emulsion and aggregate fines from the coarse aggregate will be permitted. If the coarse aggregate settles to the bottom of the mix, the slurry will be removed from the pavement. Breaking of the emulsion in the spreader box will not be allowed. No streaks as caused by oversized aggregate will be left in the finished pavement. Rippling of the finished pavement is undesirable and shall be minimized. The speed may be reduced by the Engineer, if rippling of the surface occurs. At any time that segregation, texture, rippling or application rate are in non compliance with the specifications due to mix equipment or workmanship, work will be stopped until the Owner's representative is insured that the non conformance has been corrected. After lay-down work is completed and before final acceptance by the Engineer, spot application of slurry seal material may be required to correct any deficiencies such as streaking, scuff marks, tire tracks, gaps, etc. to improve the ride quality and overall appearance. Slurry seal material required to correct deficiencies due to unsatisfactory workmanship will not be paid for but shall be at the Contractor's expense. REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 26 of 35 Joints The longitudinal joint between adjacent lanes shall have no visible lap, pinholes, or uncovered areas. Build-up or unsightly appearance shall be not be permitted on longitudinal or transverse joints. The use of burlap drags or other type drags shall be at the direction of the Engineer. Thick spots caused by overlapping shall be smoothed immediately with the hand squeegees before the emulsion breaks. Longitudinal joints shall be overlapped no more than six (6) inches over previously placed slurry. Slurry seal will be measured and paid for by the square yard of street surface properly sealed and accepted by the Engineer. Building paper shall be used at transverse joints to minimize or eliminate overlap. When drags are used, they must be kept clean and free of build-up. Joints shall be straight and have a neat appearance. Hand Work Approved hand squeegees with burlap drags shall be used to spread slurry in areas not accessible to the slurry mixer. Care shall be exercised as to the specified application rate and workmanship, as to leave no unsightly appearance from hand work.. Mix Stability The mixture shall possess sufficient stability so that premature breaking of the material in the spreader box does not occur. The mixture shall be homogeneous during and following mixing and spreading, it shall be free of excess water or emulsion and free of segregation of the emulsion and aggregate fines from the coarser aggregate. Spraying of additional water into the spreader box will not be permitted. Lines Care shall be taken to ensure straight lines along curbs, shoulders and joints. No runoff on these areas will be permitted. Lines at intersections will be kept straight to provide a neat appearance. Curing Slurry treated areas shall be allowed to cure until such time as the Engineer permits their opening to traffic. The slurry seal mixture shall be proportioned to permit traffic on the newly sealed surface within 1 to 4 hours of placement. The Contractor shall protect the area with suitable barricades for the full curing period, per the approved traffic control plan. Rolling Slurry seal placed on parking lots, alleys, cul-de-sacs or low traffic volume areas, as determined by the Engineer, shall be rolled with a pneumatic tire roller with a minimum weight of four (4) tons. Rolling shall start when the slurry seal has set sufficiently to prevent any pick-up of material and rolled a minimum of three (3) coverages by the roller until a uniform surface is obtained. Payment for rolling will not be measured or paid for separately, but shall be included in the unit price for Slurry Seal. Cleanup All material swept or blown onto sidewalks, all trash, all discarded slurry seal material, or other refuse shall be collected on a daily basis, removed from the site, and disposed of to a site approved by the Engineer. Slurry seal on concrete curb, gutters, and crosspans will require removal by approved methods at the Contractors expense. REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 27 of 35 All applied slurry surfaces shall be swept with a vacuum style sweeper to remove any excess raveled material which becomes dislodged from the street surface after seven (7) working days. Dislodged material from the street shall be disposed of to a site approved by the Engineer. Payment for sweeping shall be paid for separately as described in Section 02000 "Revision of Section 105; Maintenance During Construction". Excessive raveling, as determined by the Engineer, shall be swept by the Contractor at no additional cost to the Owner. APPLICATION – CAPE SEAL The installation of the slurry seal layer over the chip seal layer shall be applied within three (3) working days of the Chip Seal installation. Cape Seal requirements shall follow the application specifications outlined in the above sections under Chip Seal and Slurry Seal and conform to the following: Material 3/8” Chip 1/4” Chip CRS-2P-Chipseal 0.30-0.36 Gal/SY 0.26-0.32 Gal/SY Aggregate 22 Lbs/SY Minimum 20 Lbs/SY Minimum Material 3/8” Chip 1/4” Chip Slurry Seal 20 Lbs/SY Minimum 18 Lbs/SY Minimum METHOD OF MEASUREMENT Subsection 409.09 shall be revised as follows: Chip Seal and Double Chip Seal will be measured and paid for at the contract unit prices per square yard of street surface properly sealed and accepted by the Engineer minus any reduction for noncompliance with approved aggregate and emulsion application rates. Slurry Seal shall be measured and paid for at the contract prices per square yard of street surface properly sealed and accepted by the Engineer, minus any reduction for noncompliance with approved aggregate and emulsion application rates. No separate payment for additional additives will be made unless approved prior to use by the Engineer. Cape Seal shall be measured and paid for at the contract prices per square yard of street surface properly sealed and accepted by the Engineer, minus any reduction for noncompliance with approved aggregate and emulsion application rates Application rates shall meet the requirements contained herein. If the yield is determined to be below the minimum application rates, the treatment will be subject to rejection or a price reduction as determined by the Engineer as follows: AMOUNT BELOW MINIMUM APPLICATION RATE PERCENTAGE REDUCTION IN FINAL PAYMENT 1 - 5% 10% or Rejection 5 - 10% 20% or Rejection 10% + Determined by Engineer or Rejection REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Project Specifications - Page 28 of 35 BASIS OF PAYMENT Subsection 409.10 shall be revised as follows: The accepted quantities of chip seal will be paid for at the contract prices per square yard of street surface properly sealed and accepted by the Engineer, minus any reduction for noncompliance with approved aggregate and emulsion application rates. Payment will be made under: Pay Item Unit 409.01 Chip Seal (Arterial) Square Yard 409.02 Chip Seal (Collector) Square Yard 409.03 Chip Seal (Residential) Square Yard 409.04 Double Chip Seal (Residential) Square yard 409.05 Type II Slurry Seal (Collector) Square Yard 409.06 Type II Slurry Seal (Residential) Square Yard 409.07 Type II Slurry Seal (Parking Lots) Square Yard 409.08 Cape Seal (Collector) Square Yard 409.09 Cape Seal (Residential) Square Yard 409.10 Cape Seal (Parking Lots) Square Yard The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, required traffic control devices, TCS and flagging personnel, traffic control signage, incidentals, preparing street surfaces, installing a tack or fog coat when required, rolling, clean up, and for all the work involved, complete-in- place, including haul, disposal, and cleanup as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Project Specifications - Page 29 of 35 Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall include the following: 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 panels, barricades, channelizing devices, and delineators as required by the latest revisions of the City of Fort Collins “Work Area Traffic Control Handbook,” the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the Larimer County Urban Area Street Standards (LCUASS), and the Colorado Department of Transportation Road and Bridge Standard Specifications (CDOT). In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. “The City of Fort Collins Master Street Plan” map depicting the street classifications (Arterial, Collector, and Residential) can be found at the following link: http://citydocs.fcgov.com/?dt=Master+Street+Plan+Map&dn=GIS+MAPS&vid=192&cmd=showdt MATERIALS Subsection 630.02 shall include the following: All traffic control devices shall must meet or exceed the required minimum standards. Traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. 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.). Sign blanks with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists and bicyclists traveling in the opposite direction and residents potentially affected by information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.10 shall be revised as follows: The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians and bicycles. The City of Fort Collins shall not be responsible for any loss or damage to equipment due to theft or vandalism or 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. Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be maintained at a minimum of ten (10’) feet. The Contractor will provide 24 hour minimum notice to the City of Fort Collins Traffic Department when construction operations will be near a signalized intersection. REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Project Specifications - Page 30 of 35 Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, TCS or TCS Representative and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete placement, etc.), dates and times of the work, and parking and access restrictions that will apply. Sample letters shall be provided by the Engineer. Letters with the Traffic Control Plans shall be submitted for approval by Engineer and shall be distributed by the Contractor’s representative a minimum of 48 hours prior to the commencement of each phase of the work. Devices temporarily not in use shall be removed from the area. Moving shall include devices removed from the project and later returned to use. Devices may be temporarily placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists, and vehicles, as approved by the Engineer. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). TRAFFIC CONTROL PLANS Traffic control plans shall be submitted on City supplied forms and approved for all work locations/areas prior to commencement of any Work. Traffic control plans 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). Typical Traffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m. two working days (48 hours) prior to the commencement of work. All plans shall be delivered to the Engineer, 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. A Traffic Control Plan shall be submitted for each Arterial and each Collector street scheduled for work. Each residential area shall have one typical Traffic Control Plan submitted for the area. When changes to the Traffic Control Plan(s) are necessary, a re-submittal for the area shall be provided for approval. 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. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panels; vertical panels with lights; Type I, Type II, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panels. 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 used, parking restrictions to be in affect and detailed pedestrian and bicycle movement. REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Project Specifications - Page 31 of 35 Variable Message Boards shall be placed a minimum of 5 working days prior to the project. For full closures on Arterials and Collectors, Variable Message Boards shall remain in place until completion of the project. For lane closures on Arterials and Collectors, message boards shall remain in place for two days after starting work. The Engineer 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 the duration specified. Flagger stations shall be located such that approaching motorists, bicyclists, and pedestrians, shall have sufficient distance to safely stop at a specified location. The Contractor shall maintain access at all times to businesses, schools, and residents and shall communicate their schedule 48 hours prior to beginning the Work. 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: Traffic control devices and traffic control management shall be placed under the supervision of a Traffic Control Supervisor. 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 submitted to the City Traffic Control Manager and Engineer, for all personnel assigned to the project. The Traffic Control Supervisor shall have approved traffic control plans for the work site and current copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. 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 Engineer for approval a minimum of one week prior to commencement of the work. It is the intent of the specifications that the Head TCS be the same throughout the project, on site at all times during construction hours, and equipped with a cellular phone. The Head TCS shall be “on call” and available during non-working hours and a 24-hour telephone number shall be provided to the Engineer. The response time from the Engineer’s contact outside of construction hours shall be 30 minutes or less and correction of the issue(s) shall be one (1) hour or less. If, in the opinion of the Engineer, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. The TCS shall be equipped with a cellular phone. The TCS duties shall include, but not be limited to: 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. REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Project Specifications - Page 32 of 35 4. Coordinate project activities with appropriate police and fire control agencies, Transfort (Fort Collins Bus Service), school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a Notifications may be accomplished by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. 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 for emergency situations or relief of personnel for short periods of no more than 15 minutes over a 60 minute period. 9. Set up and removal of traffic control devices.. 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 Engineer daily and shall include the following information as a minimum: a. Date b. Time of the inspections c. Project description and location d. Traffic Control Supervisor’s name e. Type and quantity of traffic control devices used per approved Method of Handling Traffic (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 The Engineer reserves the right to request traffic control personnel be replaced when, in the opinion of the Engineer, the minimum industry standards for performing duties are not being met on site. Notification of residents and businesses shall be the responsibility of the TCS, TCS Representative, or Contractor and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during construction), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the Engineer and shall be distributed prior to the commencement of each phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 48 hours prior to the commencement of work. All traffic control devices and traffic control management shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall 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 TRAFFIC CONTROL DEVICES Project Specifications - Page 33 of 35 METHOD OF MEASUREMENT Subsection 630.15 shall include the following; All costs associated with the Traffic Control Plan review shall not be measured or paid for separately, but shall be considered incidental to the work. Review fees will not be measured or paid for separately, but shall be considered incidental to the Work. The City shall 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 Engineer. Flagging personnel shall not be measured or paid for separately but shall be included in the unit price of the Work including break times. The quantity of flaggers shall be determined by the classification of the roadway (Arterial, Collector, and Residential) and the Contractors’ flagging needs based on the work being performed. Flagger hand signs and devices, such as Stop/Slow paddles, will not be measured and paid for separately, but shall be included in the work. The flagger(s) shall be provided with electronic communication devices as required. These devices will not be measured and paid for separately, but shall be included in the work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered subsidiary to the item. Sand bags and caution tape will not be measured and paid for separately, but shall be included in the work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD if approved by the Engineer; however no payment will be made for the additional panel size. Business signs and detour placard street names are NOT considered Specialty Signs and will not be measured or paid for separately, but shall be included in the work. “Variable Message Boards” shall be measured and paid per each per day at the contract unit price for variable message boards as required for each area and street. “Additional Flagging” shall be measured and paid per hour only when requested by the Engineer in writing for special circumstances not already included under another item. Hours of non-flagging work in excess of those authorized shall not be measured and paid for separately but shall be at the Contractor's expense. The City shall not be responsible for any losses or damage due to theft or vandalism. The City will not be responsible for any damages caused by the Contractor’s construction activities to the public. Private or public property which is damaged by the Contractor’s equipment or employees will be the sole responsibility of the Contractor. REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Project Specifications - Page 34 of 35 BASIS OF PAYMENT Subsection 630.16 shall be revised as follows: Pay Item Unit 630.01 Variable Message Board Per each per day 630.02 Additional Flagging Personnel Hour The above unit prices and payments shall include full compensation for furnishing all labor, materials, tools, and equipment and all related incidental items for “Variable Message Boards” and “Additional Flagging Personnel”, complete-in-place including message modifications, as specified in these specifications, and as directed by the Engineer. All other traffic control items related to the Work including but not limited to furnishing equipment, equipment mobilization/ demobilization/ modification, TCS and flagging personnel hours, vehicles, phones, notification delivery, hand signs, communication devices, sandbags, and all related incidentals required for traffic control under this contract shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work. No measurement or payment shall be made separately for traffic control related items, as specified in these specifications, and as directed by the Engineer. REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Project Specifications - Page 35 of 35 SPECIAL CONDITIONS FOR WORK ON COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON COLLECTORS WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL BY THE ENGINEER. 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 SIGNALIZED INTERSECTIONS OR ANY 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 ENGINEER WILL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H. 287 (COLLEGE AVENUE) WILL NORMALLY BE RESTRICTED FROM 9:00 AM TO 3:00 PM. NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES, SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER. 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 QUANTITIY ESTIMATE This work shall consist of placement of Chip Seal, Slurry Seal, and Cape seal on existing and designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of bid. All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. Work not listed in this section will be added by Change Order at the contract unit prices. Contractor agrees that they 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. SECTION 02500 QUANTITY ESTIMATE BROWN FARM (CAPE SEAL) STREET TYPE TREATMENT MH WV Width Length SY EVERGREEN AREA (SLURRY SEAL) STREET TYPE TREATMENT MH WV Width Length SY LEICESTER WAY SUFFOLK ST W STUART ST RESIDENTIAL CAPE SEAL 5 2 37 1226 5,040 BREWER DR SITKA ST SUGARPINE ST RESIDENTIAL SLURRY SEAL 2 4 34 885 3,663 ROMNEY AVE LEICESTER WAY SHROPSHIRE AVE RESIDENTIAL CAPE SEAL 3 1 37 826 3,954 MATUKA CT CONIFER ST S END RESIDENTIAL SLURRY SEAL 1 1 38 62 766 SHROPSHIRE AVE LEICESTER WAY ROMNEY AVE RESIDENTIAL CAPE SEAL 2 0 37 625 2,997 MUDDLER CT CONIFER ST S END RESIDENTIAL SLURRY SEAL 1 1 39 60 777 SUFFOLK CT SUFFOLK ST END RESIDENTIAL CAPE SEAL 1 0 38 130 1,066 SITKA ST BREWER DR SUGARPINE ST RESIDENTIAL SLURRY SEAL 1 1 34 395 1,492 SUFFOLK ST S TAFT HILL RD HAMPSHIRE RD. RESIDENTIAL CAPE SEAL 4 3 37 1269 5,867 SUGARPINE ST S END CONIFER ST RESIDENTIAL SLURRY SEAL 1 1 851 AREA SUB TOTAL 15 6 18,924 SUGERPINE ST FOXTAIL ST N END RESIDENTIAL SLURRY SEAL 1 1 35 54 688 RENEGADE CT CONIFER ST S END RESIDENTIAL SLURRY SEAL 1 1 40 72 974 FOX HILL (CHIP SEAL) STREET TYPE TREATMENT MH WV Width Length SY YEW CT END SITKA ST RESIDENTIAL SLURRY SEAL 928 BLACK FOX CT CL CDS RESIDENTIAL CHIP SEAL 1 1 75 34 774 AREA SUB TOTAL 8 10 10,139 KIT FOX CT CL CDS RESIDENTIAL CHIP SEAL 1 1 150 34 1,125 RED FOX CT CL CDS RESIDENTIAL CHIP SEAL 1 1 34 111 910 PARKWOOD EAST (SLURRY SEAL) STREET TYPE TREATMENT MH WV Width Length SY RED FOX RD RED FOX RD CDS RESIDENTIAL CHIP SEAL 1 2 34 330 1,751 BARNWOOD CT N END BARNWOOD DR RESIDENTIAL SLURRY SEAL 1 1 30 155 1,048 AREA SUB TOTAL 4 5 4,560 BARNWOOD DR CREEKWOOD DR EASTWOOD DR RESIDENTIAL SLURRY SEAL 4 3 33 1055 3,868 CREEKWOOD CT KIRKWOOD DR S END RESIDENTIAL SLURRY SEAL 3 1 26 400 1,156 APPLEWOOD (CHIP SEAL + PARTIAL DOUBLE CHIP SEAL) STREET TYPE TREATMENT MH WV Width Length SY CREEKWOOD DR KIRKWOOD DR TRAILWOOD DR RESIDENTIAL SLURRY SEAL 5 3 36 1086 4,344 APPLE BLOSSOM LN APPLE DR FOSSIL CREEK DR RESIDENTIAL DBL CHIP 34 6,187 DOGWOOD CT W END EASTWOOD DR RESIDENTIAL SLURRY SEAL 3 1 36 468 2,276 APPLE DR S END N END RESIDENTIAL DBL CHIP 31 12,388 KEYWOOD CT N END BARNWOOD DR RESIDENTIAL SLURRY SEAL 1 1 30 90 831 FOSSIL CREEK DR S SHIELDS ST N END RESIDENTIAL DBL CHIP 85 26,597 KIRKWOOD DR ROLLINGWOOD DR CREEKWOOD DR RESIDENTIAL SLURRY SEAL 1 3 35 460 1,789 HILLDALE DR APPLE DR CLARENDON HILLS RESIDENTIAL DBL CHIP 12 4,264 RUSHWOOD CT W END EASTWOOD DR RESIDENTIAL SLURRY SEAL 2 1 30 131 954 HILLVIEW CT SCENIC DR E END RESIDENTIAL CHIP SEAL 2,251 SAGEWOOD DR CREEKWOOD DR EASTWOOD DR RESIDENTIAL SLURRY SEAL 3 1 34 1032 3,899 HORSESHOE CT - - - - - - TANGLEWOOD DR ROLLINGWOOD DR EASTWOOD DR RESIDENTIAL SLURRY SEAL 5 0 38 1060 4,476 JONATHAN CT APPLE BLOSSOM LN FOSSIL CREEK DR RESIDENTIAL DBL CHIP 2 5,660 TRAILWOOD DR CREEKWOOD DR EASTWOOD DR RESIDENTIAL SLURRY SEAL 2 1 38 915 3,863 PARADISE LN FOSSIL CREEK DR N END RESIDENTIAL DBL CHIP 5 4 10,120 AREA SUB TOTAL 30 16 28,503 PLATEAU CT SCENIC DR S END RESIDENTIAL CHIP SEAL 3,120 PLEASANT HILL LN FOSSIL CREEK DR S END RESIDENTIAL CHIP SEAL 1 3 2,632 WILDWOOD FARM (SLURRY SEAL) STREET TYPE TREATMENT MH WV Width Length SY SCENIC DR S SHIELDS ST FOSSIL CREEK DR RESIDENTIAL CHIP SEAL 0 1 5,033 NINEBARK DR CORBETT DR INDIGO CIR N RESIDENTIAL SLURRY SEAL 3 2 34 775 2,928 AREA SUB TOTAL 23 20 78,251 INDIGO CIR N CORBETT DR NINEBARK DR RESIDENTIAL SLURRY SEAL 12 15 34 2700 10,200 INDIGO CT W END INDIGO CIR N RESIDENTIAL SLURRY SEAL 34 345 1,719 FOSSIL LAKE (CAPE SEAL) STREET TYPE TREATMENT MH WV Width Length SY NINEBARK CT N END NINEBARK DR RESIDENTIAL SLURRY SEAL 34 66 653 BROOKWATER LN ROOKERY RD LADY MOON DR RESIDENTIAL CAPE SEAL 2 1 2,737 ROSE CT N END INDIGO CIR S RESIDENTIAL SLURRY SEAL 1 1 34 183 1,095 CRANE DR TWIN HERON CT ROCK PARK DR RESIDENTIAL CAPE SEAL 2 3 2,980 INDIGO CIR S CORBETT DR NINEBARK DR RESIDENTIAL SLURRY SEAL 34 345 1,707 EGRET CT W END ROOKERY RD RESIDENTIAL CAPE SEAL 1 1 1,310 AREA SUB TOTAL 16 18 18,301 EGRET LN ROOKERY RD E END RESIDENTIAL CAPE SEAL 533 KINGFISHER CT LADY MOON DR KINGFISHER CT RESIDENTIAL CAPE SEAL 4 3 4,192 PARKING LOTS ROCK PARK DR ZIEGLER RD E END RESIDENTIAL CAPE SEAL 5 7 3,254 MULBERRY PARK - N LOT STREET TYPE TREATMENT MH WV Width Length SY ROOKERY RD ZIEGLER RD ROCK PARK DR RESIDENTIAL CAPE SEAL 26 17 14,461 LANDINGS PARK NORTH LOT PARKING LOT SLURRY SEAL 2,388 SAGEWATER CT W END E END RESIDENTIAL CAPE SEAL 4 2 4,187 LANDINGS PARK SOUTH LOT PARKING LOT SLURRY SEAL 493 TWIN HERON CT W END E END RESIDENTIAL CAPE SEAL 4 4 3,732 SPRING PARK NORTH OF FIRE STATION PARKING LOT SLURRY SEAL 1,455 Area sub total 48 38 37,387 AREA SUB TOTAL 0 0 5,772 MIRAMONT (CAPE SEAL) STREET TYPE TREATMENT MH WV Width Length SY SUMMARY TABLE MH WV SY BLUESTEM CT BOARDWALK DR END RESIDENTIAL CAPE SEAL 8 5 34 1236 5,228 CHIP SEAL (ARTERIAL) 0 0 0.00 MEADOW RUN DR BOARDWALK DR BLUESTEM CT RESIDENTIAL CAPE SEAL 2 1 34 756 2,856 CHIP SEAL (COLLECTOR) 0 0 0.00 SWITCHGRASS CT N END S END RESIDENTIAL CAPE SEAL 4 5 26 386 2,007 CHIP SEAL (RESIDENTIAL) 5.00 9.00 17,596 AREA SUB TOTAL 14 11 10,091 DOUBLE CHIP (RESIDENTIAL) 22.00 16.00 65,216 SLURRY SEAL (COLLECTOR) 0.00 0.00 0 WOODLAND PARK (SLURY SEAL) STREET TYPE TREATMENT MH WV Width Length SY SLURRY SEAL (RESIDENTIAL) 84.00 61.00 71,412 GLACIER CT END GRAND CANYON ST RESIDENTIAL SLURRY SEAL 1 1 34 46 577 CAPE SEAL (COLLECTOR) 0.00 0.00 0 GRAND CANYON CT MESA VERDE ST E END RESIDENTIAL SLURRY SEAL 1 0 34 144 948 CAPE SEAL (RESIDENTIAL) 77.00 55.00 66,402 GRAND CANYON ST MESA VERDE ST MESA VERDE ST RESIDENTIAL SLURRY SEAL 6 3 34 1098 4,148 PARKS SLURRY SEAL (PARKING LOT) 0.00 0.00 4,336 MESA VERDE ST ZIEGLER RD S END RESIDENTIAL SLURRY SEAL 20 12 34 1927 7,660 PARKS CAPE SEAL (PARKING LOT) 0.00 0.00 1,436 YOSEMITE CT MESA VERDE ST S END RESIDENTIAL SLURRY SEAL 1 0 34 57 619 TOTAL SY 226,398 ZION CT W END GRAND CANYON ST RESIDENTIAL SLURRY SEAL 1 1 33 31 517 AREA SUB TOTAL 30 17 14,469 PRIVATE STREET Page 1 of 1 SECTION 03000 DETAILS Rock Sock (RS) SC-5 Straw Bale Filter D23 Gravel Filter D24, D25 Rock Sock (RS) SC-5 November 2010 Urban Drainage and Flood Control District RS-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph RS-1. Rock socks placed at regular intervals in a curb line can help reduce sediment loading to storm sewer inlets. Rock socks can also be used as perimeter controls. Description A rock sock is constructed of gravel that has been wrapped by wire mesh or a geotextile to form an elongated cylindrical filter. Rock socks are typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as curb socks. Rock socks are intended to trap sediment from stormwater runoff that flows onto roadways as a result of construction activities. Appropriate Uses Rock socks can be used at the perimeter of a disturbed area to control localized sediment loading. A benefit of rock socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present. Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS-1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's height. Once upstream stabilization is complete, rock socks and accumulated sediment should be removed and properly disposed. Rock Sock Functions Erosion Control No Sediment Control Yes Site/Material Management No SC-5 Rock Sock (RS) RS-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC-5 November 2010 Urban Drainage and Flood Control District RS-3 Urban Storm Drainage Criteria Manual Volume 3 SECTION 03500 PROJECT MAPS AREA MAPS Vicinity Maps include the following areas: ALL AREAS MAP CHIP SEAL Applewood Fox Hill SLURRY SEAL Evergreen Landings Park – North Lot Landings Park – South Lot Parkwood East Spring Park – Parking Lot Wildwood Farm Woodland Park CAPE SEAL Brown Farm City Park – North Lot Fossil Lake Miramont Evergreen Parkwood East Brown Farm Fox Hill Applewood Woodland Park Miramont Wildwood Farm Fossil Lake City Park North Parking Lot Spring Park Parking Lot Landings Park North & South Parking Lots INTERSTATE 25 S SHIELDS ST S TAFT HILL RD S COLLEGE AVE S TIMBERLINE RD E VINE DR E MULBERRY ST E PROSPECT RD S LEMAY AVE LAPORTE AVE E HARMONY RD E DOUGLAS RD ZIEGLER RD W DRAKE RD NE FRONTAGE RD E DRAKE RD E TRILBY RD W TRILBY RD W PROSPECT RD N TAFT HILL RD N SHIELDS ST W MULBERRY ST S OVERLAND TRL E COUNTY ROAD 30 SW FRONTAGE RD N LEMAY AVE S COUNTY ROAD 5 E LI NCO L N A VE W OAK ST CARPENTER RD RIVE RS I D E A V E N U S SHIELDS ST FOSSIL CREEK DR APPLE DR HINSDALE DR PARADISE LN SCENIC DR LANGDALE DR HILLDALE DR CLARENDON HILLS DR CREST RD ASHFORD LN W SKYWAY DR FOX HILLS DR PLATEAU CT S T A R W A Y S T NEPTUNE DR PRAIRIE ST APP L E BLOSSOM LN J O N A T H A N C T ALEXA WA Y AB B EY R D P L E A S ANT HILL LN ALEXA CT HILLVIEW CT O G D E N C T RED FOX RD IDLEDALE DR W COUNTY ROAD 38E LUTHER LN BAXTER PL WELLINGTON DR WILD ROSE WAY GRAY FOX RD K I T F O X R D B E D F O R D C T S I L V E R F O X R D MORNING GLORY RD WESSEX RD WESTRIDGE DR WINDOM ST KI T F O X C T RED FOX CT HIGHLANDS WEST DR DOOLITTLE CT BLACK FOX CT © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Fox Hill Area MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal N LEMAY AVE E WILLOX LN CONIFER ST FOXTAIL ST SITKA ST REDWOOD ST BRAMBLEBUSH ST SUGARPINE ST COULTER ST MULLEIN DR GROUSE CIR BAYBERRY CIR LUPINE DR BELLFLOWER DR BREWER DR BRIARCLIFF RD SHORTLEAF ST Q U A IL RU N MONTEREY DR AGAPE WAY PICA RUN YEW CT GIN S E N G C I R YARROW CIR PTARMIGAN CT SANDCREEK CT PERE G R I N E RUN RENEGADE CT MATUKA CT SANDCREEK DR MUDDLER CT CRANBERRY CT BREWER DR © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Evergreen Area MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal B O A R D W A L K D R BREAKWATER DR W E S T S H O R E W A Y BREAK W AT E R C T SOUT H S H ORE CT CREEKSIDE CT © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Asphalt Maintenance Project - Landings N & S Parking Lot MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal Landings N Lot Landings S Lot EASTWOOD DR E DRAKE RD ROLLINGWOOD DR CREEKWOOD DR KIRKWOOD DR TANGLEWOOD DR B AR N WO O D D R S A G E W O O D D R TRAILWOOD DR DOGWOOD CT ROLF CT EASTWOOD CT TEAKWOOD CT CRE E K W O O D C T BUTTONWOOD DR BARNWOOD CT R O L L I N G W O O D C T TEAKWOOD DR RU S H W O O S COLLEGE AVE REMINGTON ST E STUART ST MATHEWS ST SPRING PARK DR DARTMOUTH TRL INDIAN MEADOWS LN © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Asphalt Maintenance Project - Spring Park Parking Lot MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal Spring Park Parking Lot ZIEGLER RD CORBETT DR E HARMONY RD ROCK CREEK DR TIMBERWOOD DR INDIGO CIR S INDIGO CIR N GIFFORD CT NINEBARK DR AVENA CT INDIGO CT HARVEST PARK LN MILL STONE WAY ROSE CT GOLDEN WHEAT LN CORNERSTONE LN CORNERSTONE DR NINEBARK CT E HARMONY RD © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Wildwood Farm Area MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal City Limits ZIEGLER RD MESA VERDE ST CHARLIE LN GRAND TETON PL GRAND CANYON ST NITE CT YELLOWSTONE CIR ZION CT GRAND CANYON CT GLACIER CT YOSEMITE CT © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Woodland Park Area MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal City Limits S TAFT HILL RD HAMPSHIRE RD W STUART ST SUFFOLK ST W PROSPECT RD LEICESTER WAY ROMNEY AVE COVENTRY CT CEDARWOOD DR NO R T H B R O O K D R SHROPSHIRE AVE HINRY ST TUNIS CIR RYELAND CT SUFFOLK CT NORTHBROOK CT © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Brown Farm Area MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal City Limits S BRYAN AVE W MOUNTAIN AVE W MULBERRY ST W OAK ST COOK DR FREY AVE CITY PARK DR N BRYAN AVE FISHBACK AVE © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Asphalt Maintenance Project - City Park N Lot MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal North Parking Lot ZIEGLER RD ROOKERY RD CRANE DR LADY MOON DR SAGEWATER CT ROCK PARK DR KINGFISHER CT BROOKWATER LN TWIN HERON CT TWIN WASH SQ LOST LAKE PL EGRET CT EGRET LN SHALLOW POND DR FALLING WATER DR ROOKERY CT STONEWATER DR © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Fossil Lake Area MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal City Limits BOARDWALK DR E HARMONY RD HOGAN DR PLAYER DR BLUESTEM CT OA K R I D G E D R MEADOW RUN DR S A W G R A S S C T BULRUSH CT HIGHCASTLE DR PALMER DR SWITC H G RA S S C T NICKLAUS CT SANDREED CT E HARMONY RD © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Miramont Area MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal City Limits SECTION 04000 EROSION CONTROL AND INLET PROTECTION DEX OF EVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) ew Construction Activities for Municipalities 1 of 2 treet, Curb, and Gutter Replacement and Construction 1 of 3 treet, Curb, and Gutter Maintenance 1 of 3 pill Prevention and Response 1 of 4 tility and Storm Sewer System Maintenance tility and Storm Sewer System Replacement and Construction 1 of 3 ower Washing 1 of 2 ehicle Fueling 1 to 3 utdoor Fleet Maintenance 1 of 4 eavy Equipment and Vehicle Maintenance 1 of 4 IN N S S S U 1 of 4 U P V O H 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 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 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 D CT KEYWOOD CT CREEKWOOD DR © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Parkwood East Area MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal City Limits City Limits City Limits MERCURY DR ROC H ELLE CI R ASHFORD CT H I L L D A L E C T POLARIS DR MILKY WAY S A R A T O G A CIR H O B S O N C T VENUS AVE HAZEL CT LANGDALE C T HORSESHOE CT WHITEHALL CT HINSDALE CT LANGDALE DR LANGDALE DR © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Applewood Area MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal City Limits S HI G H WAY 2 8 7 RICHARDS LAKE RD BAY RD W HORSETOOTH RD TURNBERRY RD N COLLEGE AVE W HARMONY RD W ELIZABETH ST S E F R O N T AGE RD C O U N TY R O AD 54G W C O U N T Y R O A D 3 8 E WHEDBEE ST REMINGTON ST N OVE R L A N D T R L COUNTRY CLUB RD W VINE DR H I D D EN SP R I N G S R D W L AK E S T B I G HORN X I N G W SWAL LO W RD MAIN ST T E R R Y L A K E R D SMITH ST M AP LE ST S MASON ST MOUNTAIN VISTA DR ELM ST BUSCH DR ROCK CREEK DR N TIMBERLINE RD CHERRY ST S CENTENNIAL DR W STU A R T S T FRONTAGE RD N COUNTY ROAD 5 KECHTER RD D U NBA R AVE G R EG O R Y R D W WILLOX LN CEN T R E A V E TURMAN DR CUSTER DR W LAUREL ST STRAUSS CAB I N RD GIDDINGS RD REDWOOD ST COLUMB IA RD E C O U N TY ROAD 32 W A B A S H S T S COUNTY ROAD 9 FO S S I L C R EEK PK W Y CLYDE ST W OLIVE ST L I N DE N L A K E R D ANTELOPE RD LINDEN ST SPRINGFIELD DR W DOUGLAS RD YORKSHIRE ST S U N STO N E D R R A M P ART RD WES T R ID G E DR S P RIN G M ES A R D MICHAUD LN SOUTH DR ARBEE LN KYLE AVE SPRING CANYON RANCH RD E COUNTY ROAD 36 12TH ST MARIAH LN TILDEN ST LA E D A LN E COUNTY ROAD 50 ELGIN CT RANGER DR CLEARVIEW AVE E LOCUST ST KI R K WO O D D R E COUNTY ROAD 54 BRITTANY DR BR UNS D R W I L D V I E W D R EMIGH ST E SKYWAY DR LI N D E N WO O D DR KEENLAND DR T R IA N G L E D R ARROWH E A D R D S US HIGHWAY 287 E COUNTY ROAD 52 BU C K INGH A M ST WATERGLEN DR E SATURN DR WAKONDA DR DEAN DR POST R D VALLEY FORGE AVE S BRYAN AVE RULE DR ROCKY RD AIRWAY AVE ZURICH DR MAPLE HILL DR BRONSON ST MOORE LN G R E E N S T O N E T R L SUNCHASE DR DUFF DR SPRING GLADE RD VENUS AVE SHIRE CT ON RAMP S T R E A M S I D E D R JACKSON AVE BIG DIPPER DR TIMBER CREEK DR FLAGLER RD AUTUMN RIDGE DR MEAD ST OFF RAMP NIMITZ DR JOHN DEERE RD FRONT NINE DR B OXELDER DR MERGANSER DR ALBION WAY RICK DR WINFIELD DR FLEET DR BLUE HERON LN VISTA DR REDMAN DR KILLDEER DR BUCKEYE ST VITALA DR MUMMY RANGE DR ESSEX DR KINGSBURY DR MIDWAY DR KRISRON RD MEADOW LN HIGH ST DARREN ST © Revised: July 5, 2012 2012 Street Maintenance Program (SMP) Asphalt Surface Treatment Project MAINTENANCE PROJECTS 2012 Slurry 2012 Cape Seal 2012 Chip Seal 2012 Double Chip Seal City Limits