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HomeMy WebLinkAboutCONTRACT - BURNT MOUNTAIN SERVICES - BID - 9716 UTILITIES MISCELLANEOUS CONCRETESERVICES AGREEMENT WORK ORDER TYPE THIS AGREEMENT made and entered into the day and year set forth below, by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation hereinafter referred to as the “City” or “Owner,” and BURNT MOUNTAIN SERVICES LLC, a Colorado Limited Liability Company, hereinafter referred to as "Service Provider,” “Contractor,” or “Consultant.” WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1.Services to be Performed. a.This Agreement shall constitute the basic agreement between the parties for BID 9716 Utilities Miscellaneous Concrete Work. The conditions set forth herein shall apply to all services performed by the Service Provider on behalf of the City and particularly described in Work Orders agreed upon in writing by the parties from time to time. Such Work Orders, samples of which are attached hereto as Exhibit A & B, consisting of two (2)and thirty-five (35) pages and incorporated herein by this reference, shall include a description of the services to be performed, the location and time for performance, the amount of payment, any materials to be supplied by the City and any other special circumstances relating to the performance of services. A general scope of services is attached hereto as Exhibit D, consisting of six (6) pages, and incorporated herein by this reference. The only services authorized under this Agreement are those which are performed after receipt of such Work Order, except in emergency circumstances where oral work requests may be issued. Oral requests for emergency actions will be confirmed by issuance of a written Work Order within two (2) working days. Irrespective of references in Exhibit A & B to certain named third parties, Service Provider shall be solely responsible for performance of all duties hereunder. b.The City may, at any time during the term of a particular Work Order and without invalidating such Work Order, make changes to the scope of the particular services. Such changes shall be agreed upon in writing by the parties by Change Order, a sample of which is attached hereto as Exhibit C, consisting of one (1) page, and incorporated herein by this reference. 2.Changes in the Work. The City reserves the right to independently bid any services rather than issuing work to the Service Provider pursuant to this Agreement. Nothing within this Agreement shall obligate the City to have any particular service performed by the Service Provider. 3.Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated as specified by each written Work Order or oral Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 1 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B emergency service request. Oral emergency service requests will be acted upon without waiting for a written Work Order. Time is of the essence. 4. Contract Period. This Agreement shall commence March 20, 2023, and shall continue in full force and effect until March 19, 2024, unless sooner terminated as herein provided. The Agreement will be effective for a period of one (1) year. At the option of the City, the Agreement may be extended for up to two (2) additional one (1) year periods. Renewals and pricing changes for subsequent extensions shall only be considered by the City at the time of Agreement renewal. The Contractor shall propose any such changes in price at least forty-five (45) days prior to Agreement expiration. Rate increases will be limited to three percent (3%) per year. Written notice of renewal shall be provided to the Service Provider and mailed no later than thirty (30) days prior to contract end. No greater than seven and one-half percent (7.5%) markup allowed on rental items, materials or subcontractors. Overhead, profit, insurance, bonds, general & administrative expenses shall be included in the line items of the Unit Pricing Sheet. 5. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without is fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within ten (10) days from the onset of such condition. 6. Early Termination by City. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be mailed at least ten (10) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. In the event of early termination by the City, the Service Provider shall be paid for services rendered to the date of termination, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Service Provider shall submit a final invoice within ten (10) days of the effective date of termination. Undisputed invoices shall be paid Net 30 days of the date of the invoice. Such payment shall be the Service Provider's sole right and remedy for such termination. 7. Notices. All notices provided under this Agreement shall be effective immediately when emailed or three (3) business days from the date of the notice when mailed to the following addresses: Service Provider: City: Copy to: Burnt Mountain Services LLC Attn: Chris Hansen 2517 1st Avenue Greeley, CO 80631 hansen@bm.services City of Fort Collins Attn: Angel Anderson PO Box 580 Fort Collins, CO 80522 aanderson@fcgov.com City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 purchasing@fcgov.com Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 2 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 8. Contract Sum. This is an open-end indefinite quantity Agreement with no fixed price. The actual amount of work to be performed will be stated on the individual Work Orders. The City makes no guarantee as to the number of Work Orders that may be issued or the actual amount of services which will in fact be requested. 9. Payments. a. The City agrees to pay and the Service Provider agrees to accept as full payment for all work done and all materials furnished and for all costs and expenses incurred in performance of the work the sums set forth for the hourly labor rate and material costs, with markups, stated within the Bid Schedule Proposal Form, attached hereto as Exhibit E, consisting of six (6) pages, and incorporated herein by this reference. b. Invoices shall be emailed to invoices@fcgov.com with a copy to the Project Manager. The cost of the work completed shall be paid to the Service Provider following the submittal of a correct itemized Application for Payment by the Service Provider. Payment shall be made by the City only upon acceptance of the work by the City and upon the Service Provider furnishing satisfactory evidence of payment of all wages, taxes, supplies and materials, and other costs incurred in connection with the performance of such work. The City is exempt from sales and use tax. The City’s Certificate of Exemption license number is 09804502. A copy of the license is available upon written request. The City pays Applications for Payment Net 30 days from the date of the Application for Payment. 10. Appropriation. To the extent this Agreement or any provision in it constitutes a multiple fiscal year debt or financial obligation of the City, it shall be subject to annual appropriation by City Council as required in Article V, Section 8(b) of the City Charter, City Code Section 8-186, and Article X, Section 20 of the Colorado Constitution. The City shall have no obligation to continue this Agreement in any fiscal year for which no such supportin g appropriation has been made. 11. Liquidated Damages. OWNER and CONTRCTOR 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 the Work Order, plus any extensions thereof allowed in accordance with Article 12 of the General conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amount set forth in each Work Order. 12. Project Manager. The City's Project Manager will be shown on the specific Work Order and shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the work requested. All requests concerning this Agreement shall be directed to the City Project Manager. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 3 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 13. Independent Contractor. It is agreed that in the performance of any services hereunder, the Service Provider is an independent contractor responsible to the City only as to the results to be obtained in the particular work assignment and to the extent that the work shall be done in accordance with the terms, plans and specifications furnished by the City. 14. Subcontractors/subconsultants. Service Provider may not subcontract any of the Work set forth in the subsequent Work Orders without the prior written consent of the City, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the City), then the following provisions shall apply: (a) the subcontractor/subconsultant must be a reputable, qualified firm with an established record of successful performance in its respective trade performing identical or substantially similar work, (b) the subcontractor/subconsultant will be required to comply with all applicable terms of this Agreement, (c) the subcontract will not create any contractual relationship between any such subcontractor/subconsultant and the City, nor will it obligate the City to pay or see to the payment of any subcontractor/subconsultant, and (d) the work of the subcontractor/subconsultant will be subject to inspection by the City to the same extent as the work of the Service Provider. 15. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered a s an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 16. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights under the Agreement or of any cause of action arising out of the performance of this Agreement. 17. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. c. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City-furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship for a period beginning with the start of the work and ending twenty-four (24) months from and after final acceptance under the Work Order, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors/subconsultants of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 4 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B redesigned, repaired, or replaced by Service Provider in a manner and at a time acceptable to City. 18. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this Agreement, such party may be declared in default thereof. 19. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period of ten (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail themselves of any other remedy at law or equity. If the non-defaulting party commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non-defaulting party for the non-defaulting party's reasonable attorney fees and costs incurred because of the default. 20. Entire Agreement; Binding Effect; Order of Precedence; Authority to Execute. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties regarding this transaction and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. In the event of a conflict between terms of the Agreement and any exhibit or attachment, the terms of the Agreement shall prevail. Each person executing this Agreement affirms that they have the necessary authority to sign on behalf of their respective party and to bind such party to the terms of this Agreement. 21. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever, brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit F, consisting of two (2) pages, attached hereto, and incorporated herein by this reference. The Service Provider before commencing services hereunder shall deliver to the City's Purchasing Director, purchasing@fcgov.com, P. O. Box 580, Fort Collins, Colorado 80522 one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the City. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 5 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 22. Law/Severability. The laws of the State of Colorado shall govern the construction, interpretation, execution, and enforcement of this Agreement. The Parties further agree that Larimer County District Court is the proper venue for all disputes. If the City subsequently agrees in writing that the matter may be heard in federal court, venue will be in Denver District Court. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such holding shall not invali date or render unenforceable any other provision of this Agreement. 23. Utilization by Other Agencies. The City of Fort Collins reserves the right to allow other state and local governmental agencies, political subdivisions, and/or school districts to utilize the resulting award under all terms and conditions specified and upon agreement by all parties. Usage by any other entity shall not have a negative impact on the City of Fort Collins in the current term or in any future terms. Nothing herein shall be deemed to authorize or empower the Agency to act as an agent for the City of Fort Collins in connection with the exercise of any rights hereunder, and neither party shall have any right or authority to assume or create any obligation or responsibility on behalf of the other. The other Agency shall be solely responsible for any debts, liabilities, damages, claims, or expenses incurred in connection with any agreement established between them and the Service Provider. The City’s concurrence hereunder is subject to the Service Provider’s commitment that this authorization shall not have a negative impact on the work to be completed for the City. 24. Governmental Immunity Act. No term or condition of this Agreement shall be construed or interpreted as a waiver, express or implied, of any of the notices, requirements, immunities, rights, benefits, protections, limitations of liability, and other provisions of the Colorado Governmental Immunity Act, C.R.S. § 24-10-101 et seq. and under any other applicable law. 25. Prohibition Against Unlawful Discrimination. The City of Fort Collins, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 US.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. The City strictly prohibits unlawful discrimination based on an individual’s gender (regardless of gender identity or gender expression), race, color, religion, creed, national origi n, ancestry, age 40 years or older, marital status, disability, sexual orientation, genetic information, or other characteristics protected by law. For the purpose of this policy “sexual orientation” means a person’s actual or perceived orientation toward heterosexuality, homosexuality, and bisexuality. The City also strictly prohibits unlawful harassment in the workplace, including sexual harassment. Further, the City strictly prohibits unlawful retaliation against a person who engages in protected activity. Protected activity includes an employee complaining that he or she has been discriminated against in violation of the above policy or participating in an employment discrimination proceeding. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 6 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B The City requires its vendors to comply with the City’s pol icy for equal employment opportunity and to prohibit unlawful discrimination, harassment, and retaliation. This requirement applies to all third-party vendors and their subcontractors/subconsultants at every tier. 26.Force Majeure. No Party hereto shall be considered in default in the performance of an obligation hereunder to the extent that performance of such obligation is delayed, hindered, or prevented by force majeure. Force majeure shall be any cause beyond the control of the defaulting Party which could not reasonably have been foreseen and guarded against. Force majeure includes, but is not limited to, acts of God, fires, riots, pandemics, incendiarism, interference by civil or military authorities, compliance with regulations or orders of military authorities, and acts of war (declared or undeclared), provided such cause could not have been reasonably foreseen and guarded against by the defaulting Party. Force majeure shall not include increases in labor, commodity, utility, material, supply, fuel, or energy costs, or compliance with regulations or orders of civil authorities. To the extent that the performance is actually prevented, the Consultant must provide written notice to the City of such condition within ten (10) days from the onset of such condition. 27.Dust Control. The Service Provider shall abide by the City of Fort Collins “Dust Control and Prevention Manual,” which is available for public download at https://www.fcgov.com/airquality/pdf/dust-prevention-and-control-manual.pdf, and is incorporated herein by this reference. The City of Fort Collins has implemented this manual for all projects performed for the City of Fort Collins or located within the City of Fort Collins City limits. 28.Colorado Open Records Act. The City is subject to Sec. 24-72-201 et seq. of the Colorado Revised Statute (CORA). This Agreement is subject to public disclosure in whole pursuant to CORA. 29.Special Provisions. Special provisions or conditions relating to the services to be performed pursuant to this Agreement are set forth in Exhibit G - Confidentiality, consisting of one (1) page, Exhibit H, Section 00700 General Conditions consisting of fifty-three (53) pages, and Exhibit I, Project Specifications and Drawings consisting of one hundred thirty-six (136) pages, incorporated herein by this reference. In the event of any conflict between the main body of this Agreement and the Special Provisions (or any other exhibit or attachment to this Agreement), the main body of the Agreement shall control. [Signature Page Follows] Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 7 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B THE CITY OF FORT COLLINS, COLORADO By: Gerry Paul Purchasing Director Date: ATTEST: APPROVED AS TO FORM: BURNT MOUNTAIN SERVICES LLC By: Printed: Title: Date: Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 8 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Chris Hansen 4/3/2023 Executive Vice President Assistant City Attorney 4/4/2023 Pat Johnson on behalf of City Clerk EXHIBIT A WORK ORDER FORM (Short form) PURSUANT TO A MASTER AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND BURNT MOUNTAIN SERVICES LLC WORK ORDER NUMBER: PM's Tracking # PROJECT TITLE: ORIGINAL BID/RFP NUMBER & NAME: 9716 Utilities Miscellaneous Concrete MASTER AGREEMENT EFFECTIVE DATE: March 20, 2023 ARCHITECT/ENGINEER: If using a 3rd party architect/engineer or City PM/Engineer OWNER’S PROJECT MANAGER: City PM WORK ORDER COMMENCEMENT DATE: WORK ORDER COMPLETION DATE: MAXIMUM FEE: (time and reimbursable direct costs): PROJECT DESCRIPTION/SCOPE OF SERVICES: Service Provider agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Master Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Master Agreement and this Work Order (including the attached forms) the Master Agreement shall control. The City will designate, prior to commencement of the work, its represent ative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests for contract interpretations, change orders, and other clarification or instruction shall be directed to the City Project Manager. The initial City Project Manager for this agreement is enter name, email, phone. The Project Manager is subject to change by the City. Pricing stated on this Work Order shall be consistent with the pricing in the Master Agreement or subsequent renewals as of the Work Order commencement date and will be held firm through completion of this Work Order. The attached forms consisting of ( ) pages are hereby accepted and incorporated herein, by this reference, and Notice to Proceed is hereby given after all parties have signed this document. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 9 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SERVICE PROVIDER: Burnt Mountain Services LLC By: Date: Name: Title: OWNER’S ACCEPTANCE & EXECUTION: This Work Order and the attached Contract Documents are hereby accepted and incorporated herein by this reference. ACCEPTANCE: Date: Name, Project Manager REVIEWED: Date: Name, Buyer or Senior Buyer APPROVED AS TO FORM: Date: Name,City Attorney's Title (if greater than $1,000,000) ACCEPTANCE: Date: Name, Title ACCEPTANCE: Date: Name, Title ACCEPTANCE: Date: Kendall Minor, Utilities Executive Director (if greater than $1,000,000) ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) ACCEPTANCE: Date: Kelly DiMartino, City Manager (if greater than $1,000,000) ATTEST: Date: City Clerk (if greater than $1,000,000) Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 10 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EXHIBIT B WORK ORDER FORM (Construction over $100,000) FORT COLLINS UTILITIES CONSTRUCTION WORK ORDER PROJECT TITLE WORK ORDER NO. PM'S TRACKING # CONTRACTOR: Burnt Mountain Services LLC Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 11 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B TABLE OF CONTENTS AGREEMENT FORMS 00525 Work Order, Notice of Award & Bid Schedule 00530 Work Order Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00651 Lien Waiver Release (SUBCONTRACTOR/SUBCONSULTANT) 00660 Consent of Surety 00670 Application for Exemption Certificate 00900 Addenda, Modifications and Payment 00950 Work Order Change Order Form 00960 Application for Payment ADDITIONAL DOCUMENTS Attachment A DRAWING INDEX Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 12 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00500 CONSTRUCTION WORK ORDER AGREEMENT FORMS 00525 Work Order, Notice of Award & Bid Schedule 00530 Work Order Notice to Proceed Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 13 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00525 WORK ORDER, NOTICE OF AWARD AND BID SCHEDULE TO: Burnt Mountain Services LLC WORK ORDER NUMBER: PM's Tracking # PROJECT TITLE: ORIGINAL BID/RFP NUMBER & NAME: 9716 Utilities Miscellaneous Concrete MASTER AGREEMENT EFFECTIVE DATE: March 20, 2023 ARCHITECT/ENGINEER: If using a 3rd party architect/engineer or can be City PM/Engineer OWNER’S PROJECT MANAGER: City PM WORK ORDER COMMENCEMENT DATE: MAXIMUM FEE: (time and reimbursable direct costs): NOTICE OF AWARD DATE: Date of this Document OWNER: City of Fort Collins (hereinafter referred to as OWNER) 1. WORK. Pursuant to your MASTER AGREEMENT with OWNER dated Original Contract Date, and your Work Order Proposal dated Date of Quote, you have been awarded a Work Order for Project Title. PROJECT DESCRIPTION & SITE LOCATION: 2. CONTRACT PRICE, BONDS AND CERTIFICATES. The price of your Work Order is Written Dollar Amount ($Numerical Dollar Amount). Pursuant to the AGREEMENT and the Work Order Documents, Performance and Payment Bonds and insurance are required. Pricing stated on this Work Order shall be consistent with the pricing in the Master Agreement or subsequent renewals as of the Work Order commencement date and will be held firm through completion of this Work Order. 3. CONTRACT TIMES. Pursuant to the MASTER AGREEMENT and the Work Order Documents, the date for Substantial Completion of this Work Order is Date, and after Substantial Completion, the date for Final Completion is Date. 4. PROJECT MANAGER. The City will designate, prior to commencement of the work, its representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests for contract interpretations, change orders, and other clarification or instruction shall be directed to the Project Manager. The initial Project Manager for this agreement is (ENTER NAME, EMAIL, PHONE). The Project Manager is subject to change by the City. 5. LIQUIDATED DAMAGES. OWNER and CONTRACTOR recognize that time is of the Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 14 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B essence of this Work Order and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Written Dollar Amount ($Numerical Dollar Amount) for each calendar day or fraction thereof after Date until the work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Written Dollar Amount ($Numerical Dollar Amount) for each calendar day or fraction thereof after XX number of calendar days until the Work is ready for Final Payment and Acceptance. 6. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by OWNER. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment, 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. 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 OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If, in the sole discretion of Owner, Owner determines that the character and progress of the Work have been satisfactory to OWNER, 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 00960. 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 OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 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 a s provided in said paragraph 14.13. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 15 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 7. EXECUTION. Work Order Documents must be executed in DocuSign within fifteen (15) calendar days of the date of this Notice of Award. Contractor shall attach Payment and Performance Bonds and Certificate of Insurance(COI) to the Work Order Documents in DocuSign. In addition, one original set of executed Bonds and COI shall be provided to the Buyer. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Work Order Proposal abandoned and to annul this Work Order & Notice of Award. CONTRACTOR’S NOTICE OF AWARD REPRESENTATION & EXECUTION: CONTRACTOR agrees to perform the services identified above, in accordance with the terms and conditions contained herein, the MASTER AGREEMENT, and the NOTICE OF AWARD between the parties. In the event of a conflict between or ambiguity in the terms of the MASTER AGREEMENT or specific Work Orders, the MASTER AGREEMENT shall control. CONTRACTOR: Burnt Mountain Services LLC By: Date: Name: Title: Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 16 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B OWNER’S ACCEPTANCE & EXECUTION: This Work Order and the attached Documents are hereby accepted and incorporated herein by this reference. ACCEPTANCE: Date: Name, Project Manager REVIEWED: Date: Name, Buyer or Senior Buyer REVIEWED: Date: Name, Purchasing Manager APPROVED AS TO FORM: Date: Name,City Attorney's Title (if greater than $1,000,000) ACCEPTANCE: Date: Name, Title ACCEPTANCE: Date: Name, Title ACCEPTANCE: Date: Kendall Minor, Utilities Executive Director (if greater than $1,000,000) ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) ACCEPTANCE: Date: Kelly DiMartino, City Manager (if greater than $1,000,000) ATTEST: Date: City Clerk (if greater than $1,000,000) Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 17 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B BID SCHEDULE Insert Work Order Quote/Proposal Here Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 18 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00530 WORK ORDER NOTICE TO PROCEED NOTICE TO PROCEED DATE: WORK ORDER TITLE: WORK ORDER NUMBER: TO: Attn: This notice is to advise you: That the Work Order and all amendments and supplements to the Work Order Documents covering the above described Work have been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance and Payment Bonds and insurance have been received by the OWNER. That the OWNER has approved the said Work Order and Work Order 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 Work Order and the AGREEMENT. The dates for Substantial Completion and Final Acceptance shall be , and , respectively. Dated this _____________ day of ___________, _____. CITY OF FORT COLLINS (OWNER) By: Name, Title ACKNOWLEDGMENT OF NOTICE Receipt of the above Work Order Notice to Proceed is hereby acknowledged this Day day of Month, Year. (CONTRACTOR) By: ___________________________________________ Name, Title Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 19 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 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) 00651 Lien Waiver Release (SUBCONTRACTOR/SUBCONSULTANT) 00660 Consent of Surety 00670 Application for Exemption Certificate Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 20 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 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 Master Agreement with the OWNER, dated the Day day of Month, Year, a copy of which is hereto attached and made a part hereof, for the performance of The City of Fort Collins Work Order, titled Work Order Project Title, Work Order Number PM's Tracking #, dated Work Order Date, a copy of which is hereto attached and made a part hereof. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Work Order and Master Agreement during the original term thereof, and any extensions thereof which may be granted b y 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 Work Order and Master 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 Work Order and Master 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 Work Order and Master 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. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 21 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _________ day of , _________. 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 Work Order. If CONTRACTOR is Partnership, all partners should execute Bond. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 22 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 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 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 Master Agreement with the OWNER, dated the Day day of Month, Year, a copy of which is hereto attached and made a part hereof, for the performance of The City of Fort Collins Work Order, titled Work Order Project Title, Work Order Number PM's Tracking #, dated Work Order Date, a copy of which is hereto attached and made a part hereof. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors/subconsultants, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Work Order and Master 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/subconsultant 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 Work Order and Master 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 Work Order and Master 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. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 23 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _________ day of , _________. 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 Work Order. If CONTRACTOR is Partnership, all partners should execute Bond. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 24 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall submit Certificate of Insurance in compliance with the Work Order Documents. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 25 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) PROJECT TITLE: DATE OF SUBSTANTIAL COMPLETION: LOCATION: Fort Collins, Colorado OWNER: City of Fort Collins PROJECT OR SPECIFIED PART SHALL CONTRACTOR: INCLUDE: WORK ORDER DATE: The Work performed under this Work Order, pursuant to the Work Order Documents, 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 dec lared 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 Work Order Documents. _____________________________ By: __________________________ ________ PROJECT MANAGER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. _____________________________ By: __________________________ ________ CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Work Order Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS ________ By: __________________________ ________ OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: _________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 26 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE DATE: TO: You are hereby notified that on the Day day of Month, Year, the City of Fort Collins, Colorado, has accepted the Work completed by Burnt Mountain Services LLC, for the City of Fort Collins Work Order, titled Project Title, Work Order Number PM's Tracking #. Your continuing obligations and guarantees for the Project will be as provided in the Work Order and Work Order Documents. Sincerely, City of Fort Collins OWNER By: ___________________________________________ ___________________________________________ Name, Title Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 27 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Burnt Mountain Services LLC (CONTRACTOR) WORK ORDER TITLE: WORK ORDER NUMBER: 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/subconsultants 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/subconsultants, 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 attorney’s fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project s et forth above constitutes an 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. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 28 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Signed this ______ day of __________, ___. CONTRACTOR: Burnt Mountain Services LLC By: ___________________________________________ ___________________________________________ Name, Title ATTEST: _____________________________ Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this _________ day of __________, _____, by ________________________________________________________________. Witness my hand and official seal. My Commission Expires: ___________________________. _________________________ Notary Public Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 29 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00650 LIEN WAIVER RELEASE (SUBCONTRACTOR/SUBCONSULTANT) TO: City of Fort Collins, Colorado (OWNER) FROM: Burnt Mountain Services LLC (CONTRACTOR) WORK ORDER TITLE: WORK ORDER NUMBER: 1. The subcontractor/subconsultant acknowledges having received payment from the CONTRACTOR for all work, labor, skill, and material furnished, delivered and performed by the subcontractor/subconsultant for the CONTRACTOR 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 subcontractor/subconsultant 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 subcontractor/subconsultant 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 CONTRACTOR or its officers, agents, employees or assigns, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The subcontractor/subconsultant 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 subcontractor/subconsultant or its agents, employees, and servants, or by and through the subcontractor/subconsultant by various sub-subcontractors/subconsultants 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 against the CONTRACTOR or its officers, agents, employees or assigns arising out of the project. 4. The subcontractor/subconsultant agrees to defend and hold harmless the CONTRACTOR, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the subcontractor/subconsultant's sub-subcontractors/subconsultants, materialmen, employees, servants, agents or assigns against the projec t or against the CONTRACTOR or OWNER, lender or Surety or their officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorney’s fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes an 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 an d Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 30 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B may be relied upon by the CONTRACTOR, OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this ______ day of _________, ___. SUBCONTRACTOR/SUBCONSULTANT: By: ___________________________________________ ___________________________________________ Name, Title ATTEST: _____________________________ Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this _________ day of __________, _____, by __________________________________________________________________. Witness my hand and official seal. My Commission Expires: ___________________________. __________________________________ Notary Public Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 31 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Burnt Mountain Services LLC TITLE: WORK ORDER NUMBER: WORK ORDER DATE: In accordance with the provisions of the Work Order and Master Agreement between the OWNER and the CONTRACTOR as indicated above, for the Work Order titled Work Order Project Title on bond of , (Surety) _______________________________________ hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this _________ day of , _____. ____________________________________________ (Surety Company) By: ________________________________________ (Name) Attorney-in-Fact ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 32 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 33 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 34 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 35 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 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-1.38 Definitions A. Add the following language to the conclusion of paragraph 1.38 of the General Conditions: Substantial Completion. .... Substantial Completion is further defined as that degree of completion of the operating facilities or systems of the Project defined in the Work Order sufficient to provide the OWNER the full time, uninterrupted, continuous, beneficial operation of the modifications, and all inspections required have been completed and identified conditions corrected. SC-1.43 Work Order A. Add the following new paragraph immediately after paragraph 1.43 of the General Conditions: 1.43 Work Order--A written document executed by OWNER and CONTRACTOR that provides for the construction of a portion of the Work, pursuant to the Agreement and all as required by the Contract Documents, and that becomes a Contract Document when executed. SC-2.8 Preliminary Matters A. Delete paragraph 2.8 of the General Conditions entirely and replace it with the following paragraph: Preconstruction Conference. Within ten days after the Contract Times for a Work Order start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working relationship among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. SC-2.10 Work Order A. Add the following new paragraph immediately after paragraph 2.9 of the General Conditions: 2.10 Work Order Required for All Work. References to the Agreement in this Article 2 and in the General and Supplementary Conditions and Contract Documents notwithstanding, no Work shall be initiated or performed until CONTRACTOR has received a signed and executed Work Order, Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 36 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B incorporating the Notice to Proceed, from OWNER; and no provision of this Article 2 or of the General and Supplementary Conditions and Contract Documents shall permit or require any action of CONTRACTOR in the absence of a signed and executed Work Order. All provisions of this Article 2 and of the General and Supplementary Conditions and Contract Documents referencing the Agreement or other parts of the Contract Documents, or permitting or requiring any action of CONTRACTOR, shall be read as referencing and, as appropriate, requiring a signed and executed Work Order. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: [Report Title, Report #, Author, Date] Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: [Report Title, Report #, Author, Date] SC-5.4.7 Additional Insureds. Include the following parties or entities as additional insureds, as provided in paragraph 5.4.7 of the General Conditions: 5.4.7.1 City of Fort Collins, PO Box 580, Fort Collins, Colorado 80522 5.4.7.2 [Other Party Name, Address, City, State, Zip] 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 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 37 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 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-6.14.3 Contractors Responsibilities A. Add the following new paragraph immediately after paragraph 6.14.2 of the General Conditions: 6.14.3. The following Laws or Regulations are included in the Contract Documents as mandated by statute or for the convenience of the CONTRACTOR. Other Laws and Regulations apply which are not included herein, and are within the CONTRACTOR's duty and responsibility for compliance thereto: 6.14.3.1 Notice to owners of Underground Facilities is required prior to excavations in the vicinity of such facilities. 6.14.3.2 Unless otherwise decided by reason of the amount of the Contract Price involved, or other good reason, before or at the time that the contract is awarded to a corporation outside the State of Colorado, such corporation must carry out the proper procedure to become authorized to do business in the State of Colorado, designate a place of business therein, and appoint an agent for service of process. Such corporation must furnish the OWNER with a certificate from the Secretary of State of Colorado has been issued by its office and there shall also be procured from the Colorado Secretary of State of photostatic or certified copy of the designated of place of business and appointment of agent for service of process, or a letter from the Colorado Secretary of State that such designation of place of business and agent for service of process have been made. 6.14.3.3 The CONTRACTOR must conform to the rules and regulations of the Industrial Commission of Colorado. Particular reference is made to rules and regulations governing excavation Work adopted by the Industrial Commission of Colorado. SC-8.10 OWNER’s Project Manager A. Add the following language to ARTICLE 8: Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 38 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 8.10. The OWNER will provide a Project Manager. The CONTRACTOR shall direct all questions concerning Contract interpretation, Change Orders, and other requests for clarification or instruction to the Project Manager. 8.10.1 Authority: The Project Manager will be the OWNER's representative during the construction of the project. The Project Manager shall have the authority set forth in the OWNER's Capital Project Procedures Manual. The Project Manager shall have the authority to reject work and materials whenever such rejection may be necessary to ensure the proper performance of the Work in accordance with the Contract Documents. 8.10.2 Duties and Responsibilities: The Project Manager will make periodic visits to the project site to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. The Project Manager shall not be required to make comprehensive or continuous inspections to check the progress or quality of the Work. The Project Manager shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions or programs in connection with the Work, or for any failure of the Contractor to comply with laws and regulation applicable to the performance or furnishing of the Work. Visits and observations made by the Project Manager shall not relieve the CONTRACTOR of his obligation to conduct comprehensive inspections of the Work, to furnish materials and perform acceptable Work, and to provide adequate safety precautions in conformance with the Contract Documents. The Project Manager shall at all times have access to the Work. The CONTRACTOR shall provide facilities for such access so the Project Manager may perform his or her functions under the Contract Documents. 8.10.3 One or more Resident Construction Inspector(s) (RCI) may be assigned to assist the Project Manager in providing observation of the Work, to determine whether or not the Work is proceeding according to the construction documents. CONTRACTOR will receive written notification from the OWNER of any RCI assignments. The RCI shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The RCI will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The RCI's dealings in matters pertaining to the on-site work will be to keep the Project Manager properly apprised about such matters. 8.10.4 Communications: All instructions, approvals, and decisions of the Project Manager shall be in writing. The CONTRACTOR may not Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 39 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B rely on instructions, approvals, or decisions of the Project Manager until the same are reduced to writing. SC-11.6.2 Change of Contract Price A.Add the following new paragraph to paragraph 11.6.2 of the General Conditions: 11.6.2.7. Cost of the Work. Allowances for profit, overhead and mark-up prescribed by Article 4 of the Agreement shall be used in lieu of any CONTRACTOR'S fee, overhead, profit or mark-up allowances as prescribed in paragraphs 11.6.2.1, 11.6.2.2, and 11.6.2.3. SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule ( ) days lost due to abnormal weather conditions. SC-13.12 Correction Period: 13.12.1 If within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, and Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER’s written instructions . . . Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 40 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Change Order 00960 Application for Payment Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 41 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: [Contractor] WORK ORDER NUMBER: PO NUMBER: DESCRIPTION: 1.Reason for Change: Why is the change required? 2.Description of Change: Provide description of the changes to the Work 3.Change in Work Order Price: 4.Change in Work Order Time: ORIGINAL WORK ORDER PRICE $ .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 ORIGINAL WORK ORDER % ADJUSTED WORK ORDER COST $ .00 CONTRACTOR: Burnt Mountain Services LLC By: Date: Name: Title: ACCEPTED: Date: City PM Name, Title REVIEWED: Date: Name, Buyer or Senior Buyer ACCEPTED: Date: Name, Title ACCEPTED: Date: Gerry Paul, Purchasing Director (if greater than $60,000) Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 42 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 00960 APPLICATION FOR PAYMENT PROJECT Page 1 of 1 OWNER: ENGINEERS: ADDRESS: NUMBER DATE AMOUNT -$ -$ -$ NUMBER DATE AMOUNT FUND OBJECT Amount Due this Pay Application (before retainage): -$ -$ 0.00% Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. BY:DATE:DATE: NAME & TITLE: BY:DATE: NAME & TITLE:Official Purchasing Form Last updated 10/2017 Net Change by Change Order: Change order %: Original Contract Amount Net Change by Change Order Revised Current Contract Amount Total Work Completed to Date: Total Stored to Date: CHANGE ORDERS PAY APPLICATION Application is made for Payment as shown below in connection with the Contract. The present status of the account for this Contract is as follows: CONTRACTOR: -$ -$ RETAINAGE Charge Numbers-$ -$ -$ Less Previous Payments: Total Completed and Stored Materials to Date: Less Retainage -$ -$ -$ AMOUNT DUE THIS APPLICATION:-$ The above Amount Due this Application is requested by the CONTRACTOR's Project Manager. BY: PO NUMBER ADDRESS: ADDRESS: APPLICATION NUMBER APPLICATION DATE PERIOD BEGINNING PERIOD ENDING PROJECT NUMBER Retainage to Date: NAME & TITLE: Total (after retainage): Payment of the above Amount Due This Application is approved by the OWNER. 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. CERTIFICATION BU SCOPE OF WORK CHANGE ORDERS RECONCILIATION CHANGE ORDERS INVOICE NUMBER Total Change Order Work to Date: -$ -$ Retainage Previous: Change in Retainage: Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 43 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Unit Price Total Quanitity Total Quantity Total Quantity Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 -$ -$ -$ -$ -$ 0.00% -$ -$ -$ -$ -$ 0.00% Official Purchasing Form Last Updated 10/2017 Total to Date Less Retention Change Orders to Date (see attached) -$ -$ CONTRACT SUMMARY Total Due Adjusted Contract Amount -$ Total Change Order Work to Date (see attached) Value of Work in Place Percent Complete Including Stored Materials Less Retention @ 10% up to 50% complete, 5% beyond 50% of Adjusted Contract Crosscheck Total Completed to Date Total Materials Remaining @ Site -$ -$ -$ Original Contract Amount Less Previous Billings -$ -$ -$ -$ -$ -$ Combined Total Completed to Date Total Contract Amount Total This Period Previous Billings Balance Remaining Percent Complete PAY REQUEST Item #Description Quantity Cost Remaining Percent CompleteUOMContract Summary This Period Previous Total to Date Period Ending: Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 44 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B ATTACHMENT A DRAWING INDEX WORK ORDER # WORK ORDER TITLE BY: Company Name who last revised the drawings Sheet Title Drawing Revision Date Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 45 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EXHIBIT C CHANGE ORDER NO. PROJECT TITLE: SERVICE PROVIDER: Burnt Mountain Services LLC WORK ORDER NUMBER: PO NUMBER: DESCRIPTION: 1. Reason for Change: Why is the change required? 2. Description of Change: Provide details of the changes to the Work 3. Change in Work Order Price: 4. Change in Work Order Time: ORIGINAL WORK ORDER PRICE $ .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 ORIGINAL WORK ORDER % ADJUSTED WORK ORDER COST $ .00 SERVICE PROVIDER: Company Name By: Date: Name: Title: ACCEPTANCE: Date: Name, Project Manager REVIEWED: Date: Name, Buyer or Senior Buyer ACCEPTANCE: Date: Name, Title ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 46 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EXHIBIT D GENERAL SCOPE OF SERVICES I. GENERAL INFORMATION The Work to be done under this Agreement is for the City of Fort Collins Utilities Department for miscellaneous concrete work which includes the removal and/or installation of concrete curbs, gutters, sidewalks, cross-pans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Related traffic control is also included . Although the awarded contract will primarily be utilized by the Utilities Department, other City departments may utilize the awarded contracts subject to the Contractor’s availability. A. Subcontractors Contractor will be responsible for identifying any subcontractors needed. The City will contract solely with the awarded Contractor; therefore, subcontractors will be the responsibility of the Contractor. B. Fees, Licenses, Permits The Contractor shall be responsible for obtaining any necessary licenses, fees or permits without additional expense to the City. All equipment shall be properly licensed and insured, carry the appropriate permits and be placarded as required by law. C. Laws And Regulations All work and/or materials must meet current standards in force by recognized technical and professional societies, trade and materials supply associations, institutes and organizations, bureaus and testing laboratories. The Contractor agrees to comply fully with all applicable local, State of Colorado and Federal laws and regulations and municipal ordinances to include American Disabilities Act (ADA). The Contractor further agrees to comply fully with the Occupational Safety and Health Act, all regulations issued there under, and all state laws and regulations enacted and adopted pursuant thereto. D. Standard of Conduct The Contractor shall be responsible for maintaining satisfactory standards of employees' competency, conduct, courtesy, appearance, honesty, and integrity, and shall be responsible for taking such disciplinary action with respect to any employee, as may be necessary. The City may request the Contractor to immediately remove from this assignment any employee the City identifies to be unfit to perform duties due to one or more of th e following reasons: 1. Neglect of duty. 2. Disorderly conduct, use of abusive or offensive language, quarreling, intimidation by words or actions or fighting. 3. Theft, vandalism, immoral conduct or any other criminal action. 4. Selling, consuming, possessing, or being under the influence of intoxicants, including alcohol, or illegal substances while on assignment for the City. 5. Acting in an unsafe manner Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 47 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B All City owned or operated facilities and their grounds are non -smoking sites. All City parks, trails and natural areas are also non-smoking. Agents and employees of Contractor working for the City shall present a clean and neat appearance. Prior to performing any work for the City, Contractor shall require each of their employees to wear ID badges or uniforms identifying: Contractor by name, the first name of their employee and a photograph of their employee if using an ID badge. Their employee shall wear or attach the ID badge to the outer garments at all times. E. Accident Reporting Any incident/accident resulting in damage to property or causing personal injury within the limits of a work site shall be immediately reported to the appropriate police agency, other required agencies, City Project Manager and the City of Fort Collins Risk Management Department. The Contractor shall immediately contact the Utility Operator/Owner and the City of Fort Collins when damage to an underground facility is identified. If a natural or propane gas line is damaged, the Contractor must call 911 prior to notifying the Utility Operator. The Contractor shall not backfill around the underground utility line until the Utility Operator has repaired the damage and has given clearance to backfill. The City of Fort Collins will not pay the Contractor for labor, vehicles, material, or equipment or any other cost associated with the repair to any at-fault damage. Failure to comply may result in a verbal warning, suspension of the crew, loss of work, and/or termination of the Agreement. F. Safety Practices, Safety Documentation and Training Contractor shall comply with all engineering, safety, and operating requirements concerning installation of equipment in, on or around utility facilities; obtaining access facilities; and adhering to operating rules and requirements involving safe contact with utility equipment and water, gas and power lines, and confined spaces. Contractor shall adopt Utility's minimum safety standards as the baseline requirements. G. Unsatisfactory Operations Should it be necessary to halt the work because of incorrect or unsatisfactory operations under the terms of the awarded contract or because of failure to follow safety standards applicable hereto, the Contractor must take immediate steps to remedy the deficiencies. Should repair or correction of any safety defect or deficiency not be immediately undertaken and should the City of Fort Collins be required to protect the site or make the repair or correction, the cost of such work shall be deducted from payment due the Contractor. H. Utility Agreement Requirements Agreements for as-needed services are being awarded for minor capital projects no greater than $300,000. The Agreements may also be utilized to support emergency repairs up to $100,000. The City is awarding to multiple Contractors who shall sign the City’s Agreement. The Agreement will be effective for a period of one (1) year. At the option of the City, the Agreement may be extended for up to two (2) additional one (1) year periods. Renewals and pricing changes for subsequent extensions shall only be considered by the City at the time of such Agreement renewal. The Contractor shall propose any such changes in price at least forty-five (45) days prior to Agreement expiration. Rate increases will be limited to three percent (3%) per year. Written notice of renewal shall be provided to the Contractor and emailed no later than thirty (30) days prior to the Agreement expiration date. No greater than seven and one-half percent (7.5%) markup will be allowed on rental items, materials or Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 48 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B subcontractors. Overhead, profit, insurance, bonds, general & administrative expenses shall be included in the line item of the Bid Schedule. As detailed in the sample Agreement, Construction Work Orders greater than $100,000 require 100% performance and payment bonds. In addition, prior to Substantial Completion, the City will withhold as contract retainage five percent (5%) of each progress payment. I. Work Orders The City intends to bid projects amongst all firm awarded an agreement but reserves the right to request bids for individual projects from the pool of awarded Contractors or assign Work Orders directly to a Contractor at its sole discretion. Selection for individual Work Orders will be based on, but not limited to, availability and cost. The City may also decide to issue a new solicitation for any project. Each project will utilize the City’s Work Order, included in the Agreement, which refers back to Service Agreement terms and conditions. The City’s Project Manager will initiate the Work Order bid by providing the Contractor with all the pertinent information required, and available, to accurately estimate the project. A site visit, drawings, and other additional information may be provided to the Contractor to assist in the quote process. For some projects the Contractor may work with the City’s third party and/or staff engineer(s) and project team during design. The Contractor shall provide all personnel, subcontractors, materials, equipment, and supplies necessary to complete the requested Work. Work Order Bid Schedule pricing shall be based on the Rate Schedule provided by the Contractor during the RFP process and incorporated into the Master Agreement as the Bid Schedule. In the event a service is requested which requires specialty labor or equipment which is not listed in the Master Agreement Bid Schedule, the Contractor and the City will negotiate an appropriate unit price for the service prior to the Contractor initiating work. All pricing is to be on a not to exceed, time and materials unit cost basis. Each Work Order will include a start and completion date, Bid Schedule, total cost with detail supporting the total cost, Contractor’s quote, and a general summary of Work. Supporting documentation could include, but is not limited to, the project schedule, deliverables, cost details supporting total project cost to include hourly labor rates, equipment rates, material quotes as required, and subcontractor quotes as required. Estimated rental equipment costs and hours should be included in Work Orders as necessary. Invoices will be itemized based on the actual equipment hours used. Subcontractors, if needed, are to be included with the Contractor’s bid on each project/Work Order. The detail required to be provided by the subcontractor is the same as the detail required of the Contractor. When the amount spent with any one subcontractor or materials supplier exceeds sixty thousand dollars ($60,000), the Contractor will be required to provide at least three (3) competitive quotes. Also, at least two independent quotes are required when the Contractor proposes using self-supplied materials. Quotes will be reviewed by the Project Team and are awarded based on the best value to the City. All jobs must begin within the time frame negotiated with the contractor and project manager based upon the needs of the project following issue of a Work Order or per the project schedule. it shall be each Contractor's responsibility to familiarize themselves with the complexities involved for each type before entering a quote. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 49 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B The awarded Contractor will receive a Purchase Order from the City authorizing work under this Agreement. Contractor should not begin any Work prior to receipt of the Purchase Order. No Work Order will be considered valid until signed, at a minimum, by the Contractor, Project Manager, and Purchasing Department representative. Depending upon the cost and nature of the Work, additional signature authorization may be required. Work Orders will be created for each individual project, from start to finish, no phasing will be permitted. Any changes to the dates, cost, or scope of any Work Order must be agreed upon in wiring utilizing the City’s Change Order (included in the sample agreement) and will not be considered valid until signed, at a minimum, by the Contractor, Project Manager, and Purchasing Department representative. The Contractor is required to submit a n invoice for each Work Order upon completion and acceptance of the project. Should the project have a longer timeframe, invoices are expected to be provided on a monthly basis. II. SCOPE OF WORK When a need is identified, the Contractor will be contacted by the City Project Manager (PM) to discuss the scope of the pending Work Order, perhaps meeting onsite. The Project Manager/Contractor will draw up the Work Order with mapping for the work. The representatives of the Contractor will work closely with the PM to plan work activities for each Work Order and decide on a schedule for completion. Additional details regarding the Work Order process are listed in the Work Order section, above. Contractor is expected to provide their quote for the work within two (2) business days of the scope discussion. Should the work change from the Scope of Work stated in the Work Order, a Work Change Directive (WCD) may be approved by both parties in order to continue work with a Change Order completed monthly. The WCD is to be included with the Change Order as supporting documentation. The Contractor is required to submit an invoice for each Work Order upon completion and acceptance of the project. A. General 1. Each jobsite will be based on isolated locations which are separated by more than 1 city block (500 lineal feet). Needed services during the contract period will be requested through issuance of Work Orders. No Work Order exceeding $100,000 will be issued, unless approved by the Purchasing Director. 2. Mobilization shall be considered a subsidiary obligation of the Contractor and will not be measured and paid for separately except where the total cost of the concrete repairs, including traffic control, does not exceed $1,000 (One Thousand Dollars). In those cases, the Contractor can invoice for up to $1,000 (One Thousand Dollars). 3. The Contractor must provide all labor, materials and equipment, including optional traffic control and barricading to accomplish the work in accordance with City standard specifications and Erosion Control requirements. Replacement of curb, gutter and sidewalk shall match existing, i.e., vertical curb shall be replaced with vertical curb, etc., or as directed by Engineer or Project Manager. 4. Contractor must maintain a local telephone number and must be able to be reached Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 50 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B by telephone during prescribed business hours (8 hours per each 24-hour working period - Monday through Friday). Contractor will respond to all City non-emergency telephone transmissions in a reasonable time (Generally meaning within 24 hours on the next working day). 5. The Contractor may be requested by the Engineer to work nighttime and weekend hours. In addition to the bid schedule prices for the work performed, any City-directed nighttime or weekend labor hours will be paid at time and a half time the Force Account rates, FA1 - FA8, along with any material up-charges associated with the nighttime or weekend work. Any such premiums for labor and/or materials for nighttime and weekend work shall be pre-approved by the PM. Timesheets, material tickets, or other City-approved methods for labor hour and material up-charge verification will be required at the time of invoicing. 6. All Erosion Control and Fugitive Dust Control tactics conducted outside of bid line items 208.01 – 208.04 will be considered incidental to the project work efforts. 7. Inclement weather preventing a timely response by the Contractor (a one-day extension for each day of bad weather may be given), or a previous understanding between the Contractor and the City's departmental representative allowing more flexibility with regard to the individual project. It will be the Contractor's responsibility to make these arrangements with the City's Representative. B. Compliance Standards 1. Contractor must refer to the Larimer County Urban Area Street Standards (LCUASS) latest edition. These documents are available at www.larimer.org. 2. The Contractor must submit approved concrete mix designs for use in the right-of-way prior to starting work. The City may require the Contractor to use rapid set concrete. 3. All temporary asphalt patching shall be performed in accordance with the current City specifications and by a Contractor licensed with the City of Fort Collins. 4. The Contractor shall abide by the City of Fort Collins “Dust Control and Prevention Manual,” which is available for public download at https://www.fcgov.com/ airquality/pdf/dust-prevention-and-control-manual.pdf, and is incorporated herein by this reference. The City of Fort Collins has implemented this manual for all projects performed for the City of Fort Collins or located within the City of Fort Collins City limits. 5. The Master Street Plan depicting the classification of City roads is available on the internet at: http://citydocs.fcgov.com/?dt=Master+Street+Plan+Map&dn=GIS+MAPS&vid=192&c md=showdt 6. The Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction (attached) have been modified and are attached as 2022 Misc Concrete – Section 2000 Project Specs. 7. Additional specifications are included in the attached 2023 Misc. Conc Section 03000 Index Details Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 51 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B C. Patching Requirement All concrete placed adjacent to asphalt pavement will require placement of a temporary hot mix asphalt patch, unless otherwise directed by the City Engineer's office. The minimum length shall be one (1) foot longer than the concrete replacement. Asphalt next to new crosspans and aprons shall be sawcut a minimum of 30 inches from the new concrete, and asphalt next to new curb and gutter shall be sawcut a minimum of 24 inches from the new concrete so that the patching crew can provide a clean, effective patch. Patching limits shall be determined by the City Engineer, or his representative, and shall meet current City of Fort Collins patching standards for limits and depth. The Contractor shall patch the asphalt before removing the barricades and within seven (7) days of the placement of the concrete curb and gutter. If cold weather does not allow for a hot mix asphalt patch, the Contractor shall place a temporary asphalt patch and maintain the patch until a hot mix patch can be installed. D. Inspection It shall be the Contractor's responsibility to notify the City Engineer, or their representative, that the work is ready for inspection. Every request for inspection shall be made at least twenty-four (24) hours before inspection is desired. Any work completed by the Contractor and not inspected and accepted by the City shall be removed and replaced at the Contractor's expense. E. Traffic Control All traffic control, work zone protection, and/or parking control and permits shall be the responsibility of the Contractor and provided in accordance with the latest revisions of the “Manual on Uniform Traffic Control Devices for Streets and Highways” (MUTCD), the City of Fort Collins “Work Area Traffic Control Handbook”, and the attached revisions of Sections 104 and 630, Traffic and Parking Control and Traffic Control Devices respectively. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 52 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EXHIBIT E BID SCHEDULE/COMPENSATION The following pricing shall remain fixed for the initial term of this Agreement. Any applicable price adjustments may only be negotiated and agreed to in writing at the time of renewal. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 53 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B BID SCHEDULE Miscellaneous Concrete Bid No. 9716 202.01 Sawcut Concrete/Asphalt (0" < 4")Lineal Foot 10 $3.50 $35.00 202.02 Sawcut Concrete/Asphalt (4" < 6")Lineal Foot 10 $4.00 $40.00 202.03 Sawcut Concrete/Asphalt (6" < 8")Lineal Foot 10 $7.00 $70.00 202.04 Sawcut Concrete/Asphalt (8" <= 10") Lineal Foot 10 $9.00 $90.00 202.05 Sawcut - Additional 1" Depth Lineal Foot 10 $1.25 $12.50 202.06 Remove Concrete Sidewalk Square Foot 10 $4.95 $49.50 202.07 Remove Concrete Curb & Gutter Lineal Foot 10 $8.15 $81.50 202.08 Remove Monolithic Curb, Gutter & Sidewalk Square Foot 10 $4.95 $49.50 202.09 Remove Concrete Driveway/Apron/Crosspan Square Foot 10 $5.75 $57.50 202.10 Remove Concrete Pavement - 10"Square Foot 10 $6.15 $61.50 202.11 Remove Concrete Pavement - Additional 1" Depth Square Foot 10 $1.00 $10.00 202.12 Remove Asphalt - 6"Square Foot 10 $4.95 $49.50 202.13 Remove Asphalt - Additional 1" Depth Square Foot 10 $1.00 $10.00 202.14 Remove Inlet Each 10 $925.00 $9,250.00 202.15 Remove and Haul Driveway Fillet Each 1 $30.00 $30.00 202.16 Remove Flagstone Square Foot 10 $5.00 $50.00 203.01 Excavation - General Less Than 50 CY Cubic Yard 10 $40.00 $400.00 203.02 Excavation - General Over 50 CY Cubic Yard 10 $39.00 $390.00 203.03 Excavation - Walls Only Cubic Yard 10 $49.00 $490.00 203.04 Excavation - New Inlet Each 5 $400.00 $2,000.00 203.05 Borrow - Less than 100 Ton Ton 10 $26.00 $260.00 203.06 Borrow - Over 100 Ton Ton 10 $25.00 $250.00 207.01 Imported Topsoil Cubic Yard 10 $58.00 $580.00 208.01 Stormwater Protection - Rock Filled Wattle Lineal Foot 10 $10.00 $100.00 208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 10 $10.00 $100.00 208.03 Stormwater Protection - Straw Bales Each 10 $25.00 $250.00 208.04 SWMP Maintenance Log - 14 Day Inspection Each 5 $95.00 $475.00 210.01 Reset Flagstone Square Foot 10 $11.00 $110.00 210.02 Reset Brick Pavers Square Foot 10 $14.00 $140.00 210.03 Adjust Manhole Each 10 $75.00 $750.00 9716 MISCELLANEOUS CONCRETE BID SCHEDULE Contract QuantityUnit Unit Price Total DescriptionItem No. Page 1 of 5 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 54 of 252 Fort Collins, CO 80524 116 Racquette Dr Burnt Mountain Services, LLCDocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B BID SCHEDULE Miscellaneous Concrete Bid No. 9716 Contract QuantityUnit Unit Price Total DescriptionItem No. 210.04 Adjust Valve Box Each 10 $75.00 $750.00 304.01 Aggregate Base Course/Recycled Concrete Base ≤ 5 Tons Ton 10 $49.00 $490.00 304.02 Aggregate Base Course/Recycled Concrete Base > 5 Tons Ton 10 $47.00 $470.00 304.03 Recycled Asphalt Base Ton 10 $42.00 $420.00 403.01 Asphalt Surface Preservation Lineal Foot 10 $9.00 $90.00 403.02 Temporary Asphalt Patching Ton 10 $225.00 $2,250.00 601.01 Exposed Sand Finish - Additional Charge Square Foot 10 $6.50 $65.00 602.01 Reinforcing Steel Pound 10 $6.95 $69.50 602.02 Reinforcing Steel - Epoxy Coated Pound 10 $7.95 $79.50 604.01 Install New Area Inlet (Detail D-9a)Each 1 $1,925.00 $1,925.00 604.02 Area Inlet – Additional Foot Depth (Detail D-9a)Lineal Foot 5 $95.00 $475.00 604.03 Reconstruct Area Inlet Deck – Remove & Replace (Detail D-9a)Each 5 $950.00 $4,750.00 604.04 Reconstruct Area Inlet Deck - Additional Foot Opening – Remove & Replace (Detail D-9a)Lineal Foot 10 $90.00 $900.00 604.05 Reconstruct Catch Basin Deck - Remove & Replace Each 5 $1,050.00 $5,250.00 604.06 Reconstruct Catch Basin Deck - Additional Foot Opening – Remove & Replace Lineal Foot 10 $100.00 $1,000.00 604.07 Install New Curb Inlet – 4’ Opening (Detail D-7a,7b or D-8a,8b)Each 5 $4,825.00 $24,125.00 604.08 Curb Inlet – 4' Opening - Additional Foot Depth (Detail D-7a,7b or D-8a,8b)Lineal Foot 10 $95.00 $950.00 604.09 Reconstruct Curb Inlet Deck – Remove and Replace (Detail D-7a,7b or D-8a,8b)Each 5 $1,550.00 $7,750.00 604.10 Reconstruct Curb Inlet Deck – Additional Foot Opening – Remove and Replace (Detail D-7a,7b or D-8a,8b)Lineal Foot 10 $90.00 $900.00 604.11 Install New Type R Inlet - 5' Opening (Detail M-604-12)Each 5 $6,125.00 $30,625.00 604.12 Type R Inlet – 5' Opening - Additional Foot Depth (Detail M-604-12)Lineal Foot 10 $145.00 $1,450.00 604.13 Reconstruct Type R Inlet Deck – Remove and Replace (Detail M-604-12)Each 5 $2,175.00 $10,875.00 604.14 Reconstruct Type R Inlet Deck – Additional Foot Opening – Remove and Replace (Detail M- 604-12)Lineal Foot 10 $90.00 $900.00 604.15 Install New Modified Type 13 Curb Inlet (includes new Frame, Grate & Adjustable Curb Bonnet) (Detail 13-A)Each 5 $3,125.00 $15,625.00 604.16 Modified Type 13 Curb Inlet – Additional Foot Depth (Detail 13-A)Lineal Foot 10 $90.00 $900.00 604.17 Reconstruct Modified Type 13 Curb Inlet Deck – Remove & Replace (Detail 13-A)Each 5 $1,075.00 $5,375.00 604.18 Reconstruct Modified Type 13 Curb Inlet Deck – Additional Foot Opening – Remove and Replace (Detail 13-A)Lineal Foot 10 $90.00 $900.00 604.19 Modified Type 13 Curb Inlet – Materials only - (Frame, Grate, & adjustable bonnet (East Jordan Iron Works 7030 or Equivalent Material)Each 5 $1,150.00 $5,750.00 604.20 Concrete Sidewalk Culvert – 4’ opening - Remove and Replace Each 5 $2,125.00 $10,625.00 604.21 Metal Sidewalk Culvert - 2' Opening, Remove & Replace Each 5 $1,175.00 $5,875.00 604.22 Metal Sidewalk Culvert - 2' Opening, Materials Only Each 5 $1,725.00 $8,625.00 Page 2 of 5 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 55 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B BID SCHEDULE Miscellaneous Concrete Bid No. 9716 Contract QuantityUnit Unit Price Total DescriptionItem No. 604.23 Additional Square Foot 5/8" Plate Square Foot 10 $185.00 $1,850.00 608.01 Driveover Curb, Gutter & 6" Sidewalk Lineal Foot 10 $54.00 $540.00 608.02 Driveover Curb and Gutter - No Sidewalk Lineal Foot 10 $29.00 $290.00 608.03 Vertical Curb, Gutter and 6" Sidewalk Lineal Foot 10 $55.00 $550.00 608.04 Vertical Curb and Gutter - No Sidewalk Lineal Foot 10 $30.00 $300.00 608.05 Out Fall Curb & Gutter Lineal Foot 10 $29.00 $290.00 608.06 Hollywood Curb, Gutter and 6" Sidewalk Lineal Foot 10 $49.00 $490.00 608.07 Hollywood Curb and Gutter - No Sidewalk Lineal Foot 10 $30.00 $300.00 608.08 Highback Curb and Gutter - No Sidewalk Lineal Foot 10 $45.00 $450.00 608.09 Barrier Curb - 6" x 18"Lineal Foot 10 $27.00 $270.00 608.10 Barrier Curb - Key Way Style Lineal Foot 10 $27.00 $270.00 608.11 Barrier Curb - Epoxy Lineal Foot 10 $27.00 $270.00 608.12 Mountable Curb - 12" x 18"Lineal Foot 10 $29.00 $290.00 608.13 Mountable Curb - Keyway Style Lineal Foot 10 $29.00 $290.00 608.14 Mountable Curb – Epoxy Lineal Foot 10 $29.00 $290.00 608.15 Pedestrian Access Ramp Square Foot 10 $10.25 $102.50 608.16 Pedestrian Access Ramp, Highback Curb Square Foot 10 $10.75 $107.50 608.17 Truncated Dome Panel Square Foot 10 $48.00 $480.00 608.18 Apron - 8"Square Foot 10 $10.95 $109.50 608.19 Crosspan - 8"Square Foot 10 $10.95 $109.50 608.20 Valley Pan - 6"Square Foot 10 $8.00 $80.00 608.21 Flatwork - 4"Square Foot 10 $7.45 $74.50 608.22 Flatwork - 6"Square Foot 10 $8.45 $84.50 608.23 Replace Flatwork - 1" Additional Depth Square Foot 10 $1.50 $15.00 608.24 Concrete Pavement 8" (Joints Sealed)Square Foot 10 $12.25 $122.50 608.25 Alley Approach - 8"Square Foot 10 $11.25 $112.50 608.26 Enhanced Crosswalk - 10" Tile Red Square Foot 10 $15.75 $157.50 608.27 Enhanced Crosswalk - 10" San Diego Buff Square Foot 10 $15.25 $152.50 608.28 Enhanced Crosswalk - 10" Brick Red, Stamped Square Foot 10 $16.95 $169.50 608.29 Colored Trail with Fibermesh - 5" Yosemite Brown Square Foot 10 $9.45 $94.50 608.30 Mow Strip - 4" x 12"Lineal Foot 10 $10.00 $100.00 Page 3 of 5 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 56 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B BID SCHEDULE Miscellaneous Concrete Bid No. 9716 Contract QuantityUnit Unit Price Total DescriptionItem No. 608.31 Splashblock - 4" Exposed Aggregate Square Foot 10 $11.50 $115.00 608.32 Splashblock - 4" San Diego Buff Square Foot 10 $9.75 $97.50 608.33 Median Cover - 4" San Diego Buff Square Foot 10 $9.75 $97.50 608.34 Fibermesh - Added to Any Item - Additional Charge Pounds / Cubic Yard 10 $12.00 $120.00 608.35 24 Hour High Early Concrete - Added to Any Item - Additional Charge Cubic Yard 10 $90.00 $900.00 608.36 Stamp Pattern - Added to Any Item, Additional Charge Square Foot 10 $4.00 $40.00 608.37 6" Concrete Bollard Each 1 $415.00 $415.00 608.38 8" Concrete Bollard Each 1 $575.00 $575.00 608.39 Flowable Fill Cubic Yard 10 $175.00 $1,750.00 608.40 Reinforced Concrete Wall - 8"Square Face Foot 10 $51.00 $510.00 608.41 Reinforced Concrete Wall - 12"Square Face Foot 10 $53.00 $530.00 608.42 Reinforced Concrete Footer - 8"Square Foot 10 $20.00 $200.00 608.43 Reinforced Concrete Footer - 12"Square Foot 10 $24.00 $240.00 608.44 Concrete Staining/Sealing Square Foot 10 $8.00 $80.00 608.45 Expansion and Caulking Lineal Foot 10 $6.00 $60.00 608.46 Joint Sealant (Pavement)Lineal Foot 10 $7.25 $72.50 608.47 Irrigation Sleeve Lineal Foot 10 $7.00 $70.00 608.48 Dump Fee Ton 1 $65.00 $65.00 630.01 "NO PARKING" Sign With Stand Per Each Per Day 10 $1.75 $17.50 630.02 Vertical Panel Without Light Per Each Per Day 10 $1.50 $15.00 630.03 Channelizing Drum without Light Per Each Per Day 10 $1.75 $17.50 630.04 Type I/II Barricade Without Light Per Each Per Day 10 $1.50 $15.00 630.05 Type III Barricade Without Light Per Each Per Day 10 $6.00 $60.00 630.06 Size A Sign With Stand Per Each Per Day 10 $2.00 $20.00 630.07 Size B Sign With Stand Per Each Per Day 10 $2.00 $20.00 630.08 Size A Specialty Sign - Cost of Manufacturing Each 1 $145.00 $145.00 630.09 Size B Specialty Sign - Cost of Manufacturing Each 1 $245.00 $245.00 630.10 Cone With Reflective Strip Per Each Per Day 10 $1.25 $12.50 630.11 Safety Fence Per Roll Per Day 10 $7.00 $70.00 630.12 Light Per Each Per Day 10 $1.25 $12.50 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Each Per Day 1 $55.00 $55.00 Page 4 of 5 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 57 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B BID SCHEDULE Miscellaneous Concrete Bid No. 9716 Contract QuantityUnit Unit Price Total DescriptionItem No. 630.14 Variable Message Board Per Each Per Day 1 $125.00 $125.00 630.15 Traffic Control Supervisor Per Day 10 $555.00 $5,550.00 630.16 Traffic Control Supervisor Hour 10 $55.00 $550.00 630.17 Flagging Hour 10 $39.00 $390.00 $188,545.00 In Words: FA1 Laborer Hour 10 $52.00 $520.00 FA2 Foreman Hour 10 $68.00 $680.00 FA3 Finisher Hour 10 $56.00 $560.00 FA4 Form Setter Hour 10 $56.00 $560.00 FA5 Skid Steer and Operator Hour 10 $105.00 $1,050.00 FA6 Mini Trackhoe and Operator Hour 10 $115.00 $1,150.00 FA7 Dump Truck and Operator Hour 10 $99.50 $995.00 FA8 Backhoe and Operator Hour 10 $120.00 $1,200.00 $6,715.00 In Words: TOTAL COST One hundred eighty eight thousand five hundred fourty five dollars Six thousand seven hundred fifteen dollars TOTAL COST FORCE ACCOUNT Page 5 of 5 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 58 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EXHIBIT F INSURANCE REQUIREMENTS The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies. In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. Insurance certificates should show the certificate holder as follows: City of Fort Collins Purchasing Division PO Box 580 Fort Collins, CO 80522 The City, its officers, agents and employees shall be named as additional insureds on the Service Provider 's general liability and automobile liability insurance policies by marking the appropriate box or adding a statement to this effect on the certificate, for any claims arising out of work performed under this Agreement. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement. Workers' Compensation & Employer’s Liability insurance shall conform with statutory limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee, or as required by Colorado law. B. General Liability. The Service Provider shall maintain during the life of this Agreement such General Liability as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for General Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. C. Automobile Liability. The Service Provider shall maintain during the life of this Agreement such Automobile Liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for Automobile Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. D. Builder’s Risk. The CONTRACTOR shall maintain during the term of this Agreement builder’s risk insurance in the amount of full insurable replacement cost. The insurance shall: Be written on a builder’s risk “all risk” policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 59 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B equipment in transit, and shall insure against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; earthquake and other earth movement; flood; collapse; explosion; debris removal; demolition; and water damage (other than that caused by flood). Cover, as insured property, at least the following: (a) the Work and all materials, supplies, machinery, apparatus, equipment, fixtures, and other property of a similar nature that are to be incorporated into or used in the preparation, fabrication, construction, erection, or completion of the Work, including OWNER-furnished or assigned property; (b) spare parts inventory required within the scope of the Contract; and (c) temporary works which are not intended to form part of the permanent constructed Work but which are intended to provide working access to the Site, or to the Work under construction, or which are intended to provide temporary support for the Work under construction, including scaffolding, form work, fences, shoring, falsework, and temporary structures. E. Subcontractors. In the event any work is performed by a subcontractor, the CONTRACTOR shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. F. Primary Coverage. For any claims related to the Agreement, CONTRACTOR’s insurance shall be primary coverage, and any insurance or self -insurance maintained by the OWNER, its officers, agents and employees shall be in excess of the CONTRACTOR’s insurance and shall not contribute with it. G. Waiver of Subrogation. CONTRACTOR will grant to the OWNER a waiver of any right of subrogation which any insurer of CONTRACTOR may acquire against the OWNER by virtue of any payment of any loss. CONTRACTOR agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the OWNER has received a waiver of subrogation endorsement from the insurer. In the event any work is performed by a subcontractor/subconsultant, the Contractor shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor/subconsultant, which liability is not covered by the subcontractor/subconsultant's insurance. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 60 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EXHIBIT G CONFIDENTIALITY IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to this Agreement (the “Agreement”), the Service Provider hereby acknowledges that it has been informed that the City has established policies and procedures with regard to the handling of confidential information and other sensitive materials. In consideration of access to certain information, data and material (hereinafter individually and collectively, regardless of nature, referred to as “information”) that are the property of and/or relate to the City or its employees, customers or suppliers, which access is related to the performance of services that the Service Provider has agreed to perform, the Service Provider hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of services for the City may be confidential and/or proprietary. The Service Provider agrees to treat as confidential (a) all information that is owned by the City, or that relates to the business of the City, or that is used by the City in carrying on business, and (b) all information that is proprietary to a third party (including but not limited to customers and suppliers of the City). The Service Provider shall not disclose any such information to any person not having a legitimate need-to-know for purposes authorized by the City. Further, the Service Provider shall not use such information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the Service Provider understands that it shall have no obligation under this Agreement with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the request for such disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the Service Provider shall furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and shall promptly advise the City in writing of each such disclosure. In the event that the Service Provider ceases to perform services for the City, or the City so requests for any reason, the Service Provider shall promptly return to the City any and all information described hereinabove, including all copies, notes and/or summaries (handwritten or mechanically produced) thereof, in its possession or control or as to which it otherwise has access. The Service Provider understands and agrees that the City’s remedies at law for a breach of the Service Provider’s obligations under this Confidentiality Agreement may be inadequate and that the City shall, in the event of any such breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 61 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EXHIBIT H SECTION 00700 GENERAL CONDITIONS Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 62 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 63 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 64 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 65 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 66 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 67 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 68 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 69 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 70 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 71 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 72 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 73 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 74 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 75 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 76 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 77 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 78 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 79 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 80 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 81 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 82 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 83 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 84 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 85 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 86 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 87 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 88 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 89 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 90 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 91 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 92 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 93 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 94 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 95 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 96 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 97 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 98 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 99 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 100 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 101 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 102 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 103 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 104 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 105 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 106 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 107 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 108 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 109 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 110 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 111 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 112 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 113 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 114 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 115 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EXHIBIT I PROJECT SPECIFICATIONS AND DRAWINGS Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 116 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS Project Specifications- Page 1 of 53 The 2022 Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction and the standard revisions controls construction of this project. The following special provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications and plans. The Larimer County “Urban Area Street Standards” (hereafter referred to as the “LCUASS Standards "), latest revision, are made a part of this Contract by this reference. In those instances where the Standards specifications conflict with any of the provisions of other parts of the standards the governing order of precedence shall be as follows: 1. The Special Revisions written herein this document of the latest revision of CDOT’s “Standard Specifications for Road and Bridge Construction” 2. The Standard Revisions of latest revision of CDOT’s “Standard Specifications for Road and Bridge Construction” 3. CDOT’s “Standard Specifications for Road and Bridge Construction” 4. The latest version of the Larimer County “Urban Area Street Standards” (Referred hereafter to as the “Standard Specifications) INDEX OF REVISIONS SECTION 102 Bidding Requirements and Conditions 104 Scope of Work 105 Control of Work 106 Control of Material 107 Legal Relations and Responsibility to Public 108 Prosecution and Progress DIVISION 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 208 Erosion Control 210 Reset Structures Manholes, Water valves 212 Seeding, Fertilizer, Soil Conditioner, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt 601 Structural Concrete 602 Reinforcing Steel 604 Manholes, Inlets, and Meter Vaults 608 & 609 Sidewalks and Bikeways / Curb and Gutter 626 Mobilization 630 Construction Zone Traffic Control Section 102 – BIDDING REQUIREMENTS AND CONDITIONS - is hereby revised as follows: Section 102.02 Contents of Proposal Forms is hereby revised as follows: The Department will publish bidding opportunities to prospective bidders on the Rocky Mountain E-Purchasing System (RMEPS). The forms on this website will state the location and description of the contemplated construction and will show the estimate of the various quantities and types of work to be performed or materials to be furnished and will have a schedule of items for which unit bid prices are invited. The forms will also state the time in which the project must be completed, the amount of the proposal guaranty, and the date, time and place of the opening of proposals. All bidders on projects shall submit electronic bid submittals only. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 117 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 104 BIDDING REQUIREMENTS AND CONDITIONS Project Specifications- Page 2 of 53 Section 104 -SCOPE OF WORK - is hereby revised as follows: Subsection 104.04 –Maintaining Traffic - is revised to 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". “NO PARKING” signs shall be placed at a minimum of 100-foot intervals. The placement of these signs shall take place at least 24 hours prior to the 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 repaired 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., Concrete Repairs (see sample "NO PARKING" sign on page 4). “NO PARKING” signs shall remain in place until the street is opened to traffic and all clean-up operations completed. No Parking signs shall only be placed, maintained and removed by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. The contractor shall not have “No Parking” signs up and posted where work is not anticipated. Signs that have been posted where work will not commence as posted shall be turned away from traffic. All information on the "NO PARKING" signs, with the exception of the type of work, date, and time 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 the duration of the project. 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/Project Manager to arrange for towing. If the “NO PARKING’ sign has been in place for a minimum of 24 hours, the City will make every reasonable effort to remove the offending vehicle within four (4) hours of notification from the Contractor. The Contractor shall not be entitled to additional compensation for delays associated with the towing of illegally parked vehicles. The Contractor shall always have an approved Traffic Control Plan on site. Traffic control signage on the construction site shall be set up in accordance with the approved traffic control plan and in accordance with the specifications. Work performed by the Contractor without an approved traffic control plan or when “NO PARKING” signs have not been placed as required by the specifications shall not be paid. The Contractor shall also be subject to a pay deduction of up to $1,000.00 per occurrence per day for traffic control not in compliance with referenced specifications or requirements contained herein. Issues subject to deductions may include but are not limited to: Traffic Control Supervisor not on the project site always (unless pre-approved by the Engineer/Project Manager) An approved traffic control plan not on site Traffic control device set up by flagging personnel unless assisting the Traffic Control Supervisor Traffic control signage not set up in accordance with the approved traffic control plans Inadequate flagging personnel and/or flagging equipment The Engineer/Project Manager shall issue a written warning to the Contractor, Subcontractor, and/or Traffic Control Supervisor documenting the type of violation. The Engineer/Project Manager shall determine the deduction amount based on the Engineer/Project Manager s’ opinion of the infraction severity and the number of previous infractions. Upon issuance of a third violation, the Engineer/Project Manager may request the Subcontractor, Traffic Control Supervisor and/or flagging personnel be removed from the project. Removal from the project in which the violations were issued shall be in effect for the remainder of the contract. The contractor shall find replacement Traffic Control Subcontractor, TCS, and/or flagging personnel within two weeks of the third notice without an adjustment to contract price or working days or the Contract may be terminated and rebid. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 118 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 104 BIDDING REQUIREMENTS AND CONDITIONS Project Specifications- Page 3 of 53 Prior to the end of each work shift the approved Traffic Control Supervisor (TCS), and the Engineer/Project Manager shall meet to discuss the placement of upcoming traffic control devices to include "NO PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed upon by the Contractor and the Engineer/Project Manager. Any necessary adjustments shall be made. The Contractor and Engineer/Project Manager shall also review and determine the proposed means of handling parking and traffic control for the upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall always maintain access to all businesses within the project. The installation schedule shall be communicated to all businesses and residents affected by the work at least 48 hours prior to starting work. Any changes to the traffic control, as directed by the Engineer/Project Manager, including additional signs, barricades, and/or flaggers needed shall be immediately implemented. Traffic control shall be paid under Revision of Section 630, “Construction Zone Traffic Control” found herein. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 119 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 104 BIDDING REQUIREMENTS AND CONDITIONS Project Specifications- Page 4 of 53 END OF SECTION NO PARKING Wed July 2 7:00 a.m.- 6:00 p.m. CONCRETE REPAIRS Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 120 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 105 CONTROL OF WORK Project Specifications- Page 5 of 53 Section 105 – CONTROL OF WORK - is hereby revised as follows: Subsection 105.01 - Authority of the Engineer/Project Manager - is revised 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 work will be stopped and 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 Engineer/Project Manager. The Contractor shall not be entitled to compensation for delays associated with non-compliant periods. No construction shall commence until all utilities are located within the construction area per state law. The Contractor is responsible for identifying all utilities of concern and calling for appropriate locates. After contacting 811 to get locates, the contractor may be required to call for clarification and/or additional locates or may be required to contact a City of Fort Collins department associated with certain types of utilities. Due to the high demand of locate companies during the construction season, the City of Fort Collins recommends that the Contractor schedules a locate company at least one week in advance to minimize any possible delays. If the locate marks become expired, then contractor shall get an extension and request that the markings are redone and freshened up. If the Contractor does not have locates on a project scheduled to start work that day, the work shall be “stopped”, and the Contractor shall be charged working days until that said marking is completed, and work has commenced. Subsection 105.02 - Plans, Shop Drawings, Working Drawings, Other Submittals, and Construction Drawings - is revised to include the following: The Contractor shall furnish the required submittals in TABLE 105-1 one week before the commencement of work. Three (3) copies shall be furnished to the Engineer/Project Manager, two (2) copies will be returned to the Contractor upon approval. Submittals shall not be measured and paid for separately but shall be considered incidental to the work. TABLE 105-1 SUMMARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring 105.10 Contractor Management Packet – Environmental Management System Yes No 107.02 Topsoil Soil Analysis or Soil Sample Submittal Yes Yes 108.03 Schedule of Work Yes Yes 203.05 Borrow Material Gradation Yes Yes 208.02 Erosion Control Devices Yes No 208.04 Storm Water Management Plan Yes Yes 208.06 Spill Kit: List of items included within kit Yes No 212.02 Sod/Seed Yes No 304.02 Aggregate Base Course/Recycled Concrete Soil Analysis Yes No 608.00 Concrete Mix Designs Yes No 608.00 Curing Compound Yes No 608.00 Finishing Aide Yes No 608.00 MSDS Sheets for Curing Compound and Finishing Aide Yes No 630.00 Traffic Control Plans Yes Yes 630.11 TCS Qualifications (reoccurs when TCS and flaggers change) Yes No Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 121 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 105 BIDDING REQUIREMENTS AND CONDITIONS Project Specifications- Page 6 of 53 Subsection 105.09 - Coordination of Plans, Specifications, Supplemental Specifications, and Special Provisions - shall have the second paragraph removed and replaced as follows: In case of discrepancy the order of precedence is as follows: (a) Contract Agreement (b) Revisions to CDOT Standard Specifications (Project Special Provisions) (d) Standard Special Provisions (e) General Conditions (f) CDOT Standard Specifications for Road and Bridge Construction (g) CDOT M&S Standards (h) City of Fort Collins Development Construction Standards Subsection 105.10 – Cooperation by Contractor - shall be revised to remove the following sentence: “The Contractor will be supplied with a minimum of 6 sets of contract documents” Subsection 105.10 is revised to include the following: The City of Fort Collins is committed to comply with the United States Environmental Protection Agency (EPA) and the Streets Department Environmental Management System (EMS) requirements that vehicles on City projects shall comply with the “Anti-Idling Policy” to reduce environmental impacts related to construction. Contractors and Subcontractors shall comply with turning off vehicles and equipment instead of idling for long periods (more than thirty (30) seconds after stopping at destination and/or not more than five (5) minutes aggregated within sixty (60) minutes). Exceptions for powering auxiliary equipment and for safety or health emergencies are allowed. The Contractor shall submit the Contractor Management Packet in accordance with Table 105-1 Summary of Contract Submittals Subsection 105.11 – Cooperation with Utilities - is revised to include the following: Concrete construction and reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors or Pedestrian Push Buttons. New traffic related devices may be installed at intersections where they do not currently exist. The existing traffic signal loop detectors shall be removed by the Contractor at no additional cost. New and replacement loop detectors or pedestrian push buttons shall be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of the traffic devices where applicable. The Contractor shall coordinate with the City Traffic Division to ensure that their work required is in place before concrete placement operations begin. Subsection 105.12 – Cooperation Between Contractors - shall be removed and replaced with the following: The City, County, CDOT, and local utilities including but not limited to Xcel Energy, Comcast and CenturyLink/Lumen may contract for and perform other or additional work on or near the Work of the project. When separate contracts are let within the limits of the project, each Contractor shall conduct the Work without interfering or hindering the progress or completion of the work performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed. City forces will perform the following work as required by this project: Permanent Signing Traffic Pedestals/Fiber Optic Lines Street Lights Traffic Coordination The Contractor shall coordinate with the City Traffic Engineer/Project Manager for all traffic control activities. This shall include, but not be limited to, closure of any City Streets, closure of any partial intersection movements, lane reductions, and detours. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 122 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 105 BIDDING REQUIREMENTS AND CONDITIONS Project Specifications- Page 7 of 53 City Traffic Control Contact: Tom Utech Phone: (970)221-6815 Email: tutech@fcgov.com The City will remove existing and install all pedestrian traffic signal equipment. City Traffic Signal Contact: Britney Sorensen Phone: 970-222-5533 Email: bsorensen@fcgov.com The Contractor shall coordinate with the City Traffic Engineer/Project Manager to schedule the traffic signal work/fiber optic line relocation in conjunction with other project activities taking into account time needed for order and delivery of materials. The Contractor shall cooperate with the City Traffic Department in their removal and installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. The city will remove and install all permanent signing. City Signing and Striping Contact: Rich Brewbaker Phone: 970-221-6792 Email: rbrewbaker@fcgov.com The Contractor is responsible for removal of pavement markings and installation and maintenance of temporary pavement markings necessary to control traffic during construction. Contractor shall remove the existing pavement markings and symbols with a water blast truck approved by the City Traffic Department. The Contractor shall cooperate with the City Traffic Department in their removal and temporary installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. Street Light Coordination City Light and Power Crews will remove and install all street lighting and associated electric utilities for the project. City Light and Power Contact: Luke Unruh Phone: (970) 416-2724 Email: lunruh@fcgov.com The Contractor shall cooperate with the City Light and Power Department in their removal and installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. Refer to Utility specification for additional information. Each Contractor involved shall assume all liability, financial or otherwise, in connection with the Contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delay, or loss because of the presence and operations of Contractors working within the limits of the same or adjacent project. The Contractor is responsible to coordinate with private utilities. Any work to be performed by private utilities shall be identified in Contractor’s schedule. Delays due to coordination issues will be the responsibility of the Contractor. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 123 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 105 BIDDING REQUIREMENTS AND CONDITIONS Project Specifications- Page 8 of 53 Subsection 105.16 – Inspection and Testing of Work - is revised to include the following: The Contractor shall keep the Engineer/Project Manager informed of its future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer/Project Manager a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure by the Contractor to provide such notice will relieve the Engineer/Project Manager 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 obligations to fulfill its contract or complete warranty elements 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/Project Manager or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION Subsection 105.19 – Maintenance During Construction - is revised to include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris generated 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. Debris as determined greater than one (1) inch and regardless of the source, shall be picked up and disposed of offsite at the Contractor’s expense. Smaller particulate debris shall be blown from the sidewalks, driveways, curb, and gutter into the street where it can be picked up by a sweeper without transmitting debris back on sidewalk areas. It shall be the Contractor's responsibility to provide the necessary manpower tool and equipment to have the roadway cleaned to the satisfaction of the Engineer/Project Manager at no additional costs. The Contractor shall utilize a combination of pick-up brooms, side brooms, and/or other equipment as needed to clean the streets. The requirement to sweep the street shall be suspended during the leaf fall period between September 12th and November 12th unless directed by the Engineer/Project Manager for areas with minimal leaf fall. All sweeping and clean up equipment shall be approved by the Engineer/Project Manager prior to the commencement of work. The Contractor shall maintain the streets during the construction process as prescribed above. All cost to maintain the work construction area and before the work is accepted, shall not be measured, and paid for separately but shall be included in corresponding unit price bid item. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 124 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 106 CONTROL OF WORK Project Specifications- Page 9 of 53 Section 106 – CONTROL OF MATERIAL - is hereby revised as follows: Subsection 106.03 – Samples, Tests, Cited Specification - is revised to include the following: The City of Fort Collins will be responsible for all expenses associated with Quality Assurance (QA) and Independent Assurance (IA) testing. The Contractor shall be responsible for all Quality Control (QC) testing costs. Test frequencies shall be in accordance with the project specifications, CDOT Field Materials Manual and the approved Quality Control Plan (QCP). END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 125 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC Project Specifications- Page 10 of 53 Section 107 – LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC - is hereby revised as follows: Subsection 107.06 – Safety, Health, and Sanitation Provisions - is revised to include the following: Personnel on The City of Fort Collins projects shall use protective equipment prescribed by Local, State, and Federal safety regulations to control or eliminate hazards or exposure to illness or injury. The Contractor and Subcontractors are responsible for providing and insuring the use of the required Personal Protective Equipment (PPE). Only Personal Protective Equipment complying with the Occupational Safety and Health Administration (OSHA) or American National Standards Institute (ANSI) regulations shall be used. The Contractor shall be responsible for the compliance of their employees and the Subcontractor’s employees. The Contractor’s safety representative shall make regular field inspections to audit and document compliance. An employee of the Contractor to include all Subcontractors who refuses to use the prescribed protective equipment designed for their protection, or willfully damages such equipment, constitutes cause for the Engineer/Project Manager to request removal of the employee from the site. The Contractor’s personnel shall be required to wear safety vests, hard hats, and steel/composite toed boots while on the construction site(s). Subsection 107.12 – Protection and Restoration of Property and Landscape – is to include the following: The fact that any underground facility (sprinkler systems, utility services, etc.) is not shown on the plans, details, or construction documents shall not relieve the Contractor of its responsibilities to protect the underground utility as provided for in the Contract. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer/Project Manager. When the landscape removal area adjacent to the concrete repair is six (6) inches or less in width, the Contractor shall repair any subsurface utilities including irrigation systems, clean the area of all construction debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to a clean and vertical place and compact imported topsoil,(until firm, but not over compacted) utilizing an approved hand operated roller or other method acceptable to the Engineer/Project Manager. When the disturbed area is greater than six (6) inches in width and greater than 12 inches in length adjacent to the concrete repair, the Engineer/Project Manager may require the Contractor to clean and prepare the area along the entire length of the repair location as stated above to a minimum one foot (12 inches) wide, place sod on the prepared surface, water the new sod once thoroughly, and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The Contractor shall make every effort to minimize the need for sod placement. If the existing asphalt along the concrete toe is in good condition and salvageable during concrete removal, as determined by the Engineer/Project Manager, the Contractor shall preserve the existing asphalt. Minimizing the landscape removal areas behind the sidewalk, curb and gutter shall continue to be the primary goal. The pay item for “Asphalt Pavement Preservation” is intended to compensate the Contractor for additional removal time, backfill, sprinkler repair, and sodding that shall be required while preserving the existing asphalt and minimizing the removal area behind the repair. “Asphalt Pavement Preservation” shall provide compensation for this type of repair and shall be measured and paid in addition to the concrete pay item for the type of repair (i.e., Drive over Curb, Gutter and 6” Sidewalk – Remove & Replace). Revision of Section 608 and 609 defines the measurement and payment for these removals. The placement of backfill and topsoil for concrete repair locations shall be completed within two (2) working days of the placement of the concrete. Excavated soils from the repair locations may be stockpiled on site and used as backfill for areas behind the new concrete installation and below the top four (4) inches of the surface. Imported Topsoil shall consist of loose friable river bottom or farmland loam, reasonably free of manmade materials subsoil, refuse, stumps, roots, rocks, brush, weeds, noxious weed seeds, heavy clay, hard clods, trash, Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 126 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC Project Specifications- Page 11 of 53 toxic substances, or other material which would be detrimental to the proper development of vegetative growth. Imported topsoil shall have 100% passing the 1/4" screen and shall contain a combination of sand, clay, and friable loam. The Contractor shall submit a soil analysis or sample for approval by the Engineer/Project Manager. The topsoil shall be in a relatively dry state but shall contain sufficient moisture to allow compaction and shall be placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles, and contours shall be maintained. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The minimum overall width of the area to be sodded shall be one (1.0’) foot. For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the Contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits because of construction operations shall be replaced at the Contractor's expense within three (3) working days from the date of damage. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at its expense unless a written waiver is obtained from the property owner and submitted to the Engineer/Project Manager. Re-sodded lawns shall be watered once by the Contractor. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns damaged by construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. In areas where the Engineer/Project Manager directs new work or the reconstruction area requires grade adjustment greater than 4 inches, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the Work and shall not be measured and paid for separately. Subsection 107.18 is hereby removed and revised to include the following: For this project, all insurance certificates shall name the City of Fort Collins as an additionally insured party. For this project, insurance coverage shall meet the requirements and limits per CDOT Standard Specifications and Revision of Section 107.15 Responsibility for Damage Claims, Insurance Types and Coverage Limits. In case of a conflict between the City’s General Contract Conditions and CDOT Standard Specifications, the more stringent of the two shall apply. Subsection 107.25 – Water Quality Control (c) – is revised to include the following: All work associated with preparing, securing and concurring with the required permits (refer to Revision of Subsection 107.02) will not be measured and paid for separately, but shall be included in the work. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 127 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 108 PROSECUTION AND PROGRESS Project Specifications- Page 12 of 53 Section 108 – PROSECUTION AND PROGRESS - is hereby revised as follows: SCHEDULE Subsection 108.08 – PROSECUTION AND PROGRESS - is revised to include the following: Working hours on residential and collector streets shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Project Manager/Engineer. Working hours on arterial streets shall be restricted to 8:30 a.m. to 3:30 p.m., or as approved by the Engineer/Project Manager. Working hours within CDOT right-of-way (S.H. 287 College Ave. and Hwy 14 Mulberry St.) shall be restricted to 9:00 a.m. to 3:00 p.m. The above time restrictions shall apply to the days’ preparatory work, equipment maintenance, and clean up unless approved by the Engineer/Project Manager. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 128 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 201 CLEARING AND GRUBBING Project Specifications- Page 13 of 53 Section 201 – CLEARING AND GRUBBING - is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 201.02 is revised to include the following: Branches of trees and shrubs shall be trimmed to 14 feet above the road. When tree roots are encountered during construction operations, the Contractor shall notify the Engineer/Project Manager prior to root removal. The Engineer/Project Manager and the City Forester's representative shall then decide regarding removal. When it is apparent that the tree roots have heaved the asphalt section, the Contractor shall remove the section(s) of concrete as early as possible to allow time for inspection and to schedule root grinding operations, under separate contract. Root grinding will be scheduled as soon as possible to minimize delays in construction. Delays to planned work due to root grinding shall not be considered for additional traffic control payment or traditional days added to the total contract working days but shall be anticipated in the Contractor’s schedule. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. Damage to roots during concrete removal shall be trimmed and cut with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. BASIS OF PAYMENT Subsection 201.04 is revised to include the following: All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the removal and trimming of tree roots. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 129 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Project Specifications- Page 14 of 53 Section 202 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS - is hereby revised as follows: DESCRIPTION Subsection 202.01 is revised to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete, asphalt, and flagstone to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 is revised to include the following: Sawing of concrete and asphalt shall be done to a true line having a vertical face, unless otherwise specified. The depth of the saw cut in concrete and asphalt shall be of sufficient depth to ensure a vertical, smooth face, free from breakage, or as directed by the Engineer/Project Manager. Cuts in asphalt or concrete pavement shall be made such that each edge shall be parallel or at right angles to the direction of traffic. Dust created by sawing shall be mitigated by wet sawing or other means approved by the Engineer/Project Manager. Residue from sawing shall be removed by the Contractor at the earliest opportunity. Residue will not be allowed to run through the gutter flow line for more than fifty (50) feet. The Contractor shall prevent tracking of residue onto the roadway or walkway and shall prevent discharge into the storm drainage system. The Contractor shall use a storm water protection device or other means of controlling run off of residue as approved by the Engineer/Project Manager. See Section 208 “Erosion Control and Inlet Protection” contained herein. Subsection 202.03 is revised to include the following: Flagstone sidewalk shall be salvaged to the maximum extent feasible. All flagstones shall become the property of the City of Fort Collins and shall be hauled by the Contractor and delivered to the City’s site located at 1500 Hoffman Mill Road. This item will not be measured or paid for separately but shall be considered incidental to the related removal item No. 202.16 – Remove Flagstone METHOD OF MEASUREMENT Subsection 202.11 shall include the following: Sawing shall be measured by the lineal foot. This item shall only be measured and paid where the Engineer/Project Manager directs sawing not already being paid under another item. Sawing related to the items described in Revision of Section 604 - Inlets and Culverts, and Section 608 & 609 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Cross-pans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured and paid for separately. Erosion control measures used during sawing are considered incidental to sawing operations and shall not be measured and paid for separately. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 130 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Project Specifications- Page 15 of 53 BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment shall be made under: Pay Item Unit 202.01 Sawcut Concrete/Asphalt (0” < 4”) Lineal Foot 202.02 Sawcut Concrete/Asphalt (4” < 6”) Lineal Foot 202.03 Sawcut Concrete/Asphalt (6” < 8”) Lineal Foot 202.04 Sawcut Concrete/Asphalt (8” <= 10”) Lineal Foot 202.05 Sawcut – Additional 1” Depth Lineal Foot 202.06 Remove Concrete Sidewalk Square Foot 202.07 Remove Concrete Curb & Gutter Lineal Foot 202.08 Remove Monolithic Curb, Gutter & Sidewalk Square Foot 202.09 Remove Concrete Driveway/Apron/Crosspan Square Foot 202.10 Remove Concrete Pavement - 10” Square Foot 202.11 Remove Concrete Pavement - Additional 1” Depth Square Foot 202.12 Remove Asphalt – 6” Square Foot 202.13 Remove Asphalt - Additional 1” Depth Square Foot 202.14 Remove Inlet Each 202.15 Remove and Haul Driveway Fillet Each 202.16 Remove Flagstone Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Saw cutting as specified in these specifications, as shown on the plans, and as directed by the Engineer/Project Manager. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 131 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Project Specifications- Page 16 of 53 Section 203 – EXCAVATION AND EMBANKMENT - is hereby revised as follows: DESCRIPTION Subsection 203.01 shall be removed and replaced with the following: This work shall consist of removing and disposing of the existing pavement, base or other soil material, preparing the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the Engineer/Project Manager. All excavation will be classified, “General Excavation”, “Muck Excavation”, as hereafter described. The Contractor shall dispose of all excavated material off-site in an environmentally responsible manner. CONSTRUCTION REQUIREMENTS Subsection 203.05 – Excavation - shall be removed and replaced with the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The areas to be removed will be marked on the surface with paint by the Engineer/Project Manager. A straight vertical cut shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting, ripping, and tearing of asphalt using construction equipment such as a grader (blade) shall not be allowed. If the subgrade material is determined unstable by the Engineer/Project Manager, it shall be removed to the limits and depths designated. Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the Contractor shall remove the unsuitable materials and backfill to the finished grade section with approved material as directed by the Engineer/Project Manager. After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber-tired roller, and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately but shall be included in the contract unit price for General Excavation. Borrow: Borrow shall be placed as directed by the Engineer/Project Manager. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for moisture conditioning and compaction shall be included in the contract unit price for Borrow. Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate Base Course or Class 6 (Crushed Concrete). Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications. The material required for the specific location shall be directed by the Engineer/Project Manager. Load slips shall be consecutively numbered for each day and submitted to the Engineer/Project Manager daily. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 132 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Project Specifications- Page 17 of 53 METHOD OF MEASUREMENT Subsection 203.13 is revised to include the following: The Contractor and the Engineer/Project Manager shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer/Project Manager to measure any work and performs other work that would prevent the Engineer/Project Manager from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer/Project Manager. Borrow shall be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately but shall be included in the contract unit price for Borrow. Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard, complete-in- place. Subgrade preparation, moisture conditioning, compaction, haul, and disposal will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 and 207.05 shall include the following: Payment shall be made under: Pay Item Unit 203.01 Excavation – General Less Than 50 CY Cubic Yard 203.02 Excavation – General Over 50 CY Cubic Yard 203.03 Excavation – Walls Only Cubic Yard 203.04 Excavation – New Inlet Each 203.05 Borrow – Less Than 100 Ton Ton 203.06 Borrow – Over 100 Ton Ton 207.01 Imported Topsoil Cubic Yard The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete-in-place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer/Project Manager. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 133 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 208 EROSION CONTROL Project Specifications- Page 18 of 53 Section 208 -EROSION CONTROL – 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 life of the Contract and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any waterways. Work shall be in accordance with the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), 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. Any loss of time or materials related to erosion and erosion control shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either onsite or offsite) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor MATERIALS Subsection 208.02 shall be revised to include the following: The Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. See Details Section 03000 contained herein. Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. 1. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. 2. Erosion control devices around inlets near a load site shall be required. 3. Erosion control devices on the downstream side of an aggregate stockpile or truck washout area shall be required as directed by the Engineer/Project Manager. 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. CDOT Gravel Bag Inlet Filter shall meet the following requirements or approved Equal: 1. Infill material: CDOT #67 washed rock or approve equal 2. Weight: approximately 20 lbs per linear foot 3. Diameter: Approximately 5 inches 4. Geotextile fabric: CDOT Class 1 Erosion Control Fabric, typical weight of 6-8 oz/yd. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 134 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 208 EROSION CONTROL Project Specifications- Page 19 of 53 CONSTRUCTION REQUIREMENTS Subsection 208.03 is revised to include 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 and sediment. The Contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. All inlet protection devices shall be inspected, and repairs made after each runoff event. Sediments shall be removed when one half the design depths have been filled. Sediments shall also be removed immediately from the traveled way of roads and disposed of properly. Subsection 208.04 – Best Management Practices for Stormwater – is revised to include the following: The Erosion Control Supervisor (ECS) is responsible for paperwork including completion of the Storm Water Management Plan (SWMP) in the submittal process, 14- calendar day inspections, and post storm inspection shall be conducted within 24 hours following a storm event. On the 14-day inspection the ECS should use the maintenance log in Appendix B of the SWMP. If a storm occurs the post storm is equivalent to a 14-day inspection, and the next inspection would occur 14 days after the last storm. ECS should make daily inspections of erosion control features on the job to ensure compliance and correct the control features when needed. A daily inspection is not required the day of a 14-calendar day inspection. 14-day inspections will be paid upon submission and engineer/Project Manager determines that the Contractor has been compliant with SWMP best practices. Subsection 208.06 – Materials Handling and Spill Prevention – is revised to include the following: Appropriate Spill Kits shall be on site with each piece of equipment at all times during installation of the Work and during equipment maintenance and fueling (see Section 04000 ESOP). The Contractor shall submit a description of the items contained in each Spill Kit for approval by the Engineer/Project Manager. METHOD OF MEASUREMENT Subsection 208.11 is revised to include the following: Payment for Wattles (rock bags and recycled rubber bags) shall be made by the lineal foot for inlet protection at each location as required and accepted by the Engineer/Project Manager. The length shall be sufficient to protect the opening and sides of the inlet grate. A maximum of four (4’) lineal foot additional to the opening width shall be paid. 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 lineal foot payment will be made for the protection of the location. Devices that become non-functional during construction shall not be paid. A protection device shall be installed at load sites and on the downstream side of stockpiles, base piles, and truck washout areas, or as directed by the Engineer/Project Manager and shall not be measured and paid for separately. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the proper disposal of sediment, shall be considered incidental to the work and not be measured and paid separately. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 135 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 208 EROSION CONTROL Project Specifications- Page 20 of 53 All construction material that enters an inlet due to the Work shall be removed from the inlet interior and removed from the site to an approved disposal location. This work shall not be measured and paid for separately. Street sweeping will not be measured or paid for separately but shall be incidental to the work. Erosion control measures used during saw cutting are considered incidental to all saw cutting operations and shall not be paid for separately. At the engineer/project manager’s digression, a “SWMP Maintenance Log- 14-day inspection” shall be measured on a per event basis or once every 14-days without rain fall. An event shall be considered more than a 0.1 inch of precipitation. The Contractor shall have the Erosion Control Supervisor inspect all active projects under the contract after each significant rainfall event for BMP failure or missing BMPs or excessive sediment release. The inspection shall include preparing a log with pictures of the deficiencies and failures of the BMPs to contain sediment and actions taken to mitigate/clean up the problems and modifications to the proposed BMPs to address the deficiencies. Payment shall be made for each event verified through the inspection log at the Engineer/Project Manager’s discretion. BASIS OF PAYMENT Subsection 208.12 shall be amended to include the following: Payment shall be made under: Pay Item Unit 208.01 Stormwater Protection – CDOT Gravel Bag (Rock Sock) Lineal Foot 208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 208.03 Stormwater Protection – CDOT Gravel Bag Inlet Filter Each 208.04 SWMP Maintenance Log- 14 Day Inspection Each The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing, maintaining, removing, and relocating when required, erosion control measures, as shown on the plans, as specified in these specifications, and as directed by the Engineer/Project Manager. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 136 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 210 RESET STRUCTURES Project Specifications- Page 21 of 53 Section 210 – RESET STRUCTURES - is hereby revised as follows: DESCRIPTION Subsection 210.01 shall be amended to include the following: This work shall consist of adjusting manholes and valve boxes and removing and resetting or adjusting flagstone, brick pavers, and related materials. CONSTRUCTION REQUIREMENTS Subsection 210.02 shall be amended to include the following: Existing flagstone and pavers shall be salvaged and reset on compacted base. The elevation of the flagstone and pavers shall match as closely as possible the surface treatment of the surrounding area. All flagstones and pavers shall be carefully removed, stored, reinstalled, or adjusted in a manner that will avoid loss or damage. Flagstone and pavers shall be salvaged to the maximum extent feasible. All flagstone and pavers not reinstalled shall become the property of the City of Fort Collins and shall be hauled by the contractor and delivered to the City’s site located at 1500 Hoffman Mill Road. This item shall not be measured or paid for separately but shall be considered incidental to the related removal item. Cutting of pavers, when necessary, shall be accomplished with a double-bladed splitter or a masonry saw. The saw shall be a “wet saw” type to inhibit dust when cutting the pavers. Pavers shall be cut such that tight spaced joints are maintained. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the Engineer/Project Manager. Sufficient sand should be placed to stay ahead of laid pavers. The Contractors shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer’s recommendations, or as directed by the Engineer/Project Manager. All pavers that are damaged during embedment shall be replaced at the Contractor’s expense. Joint spacing between paver units shall be in accordance with the manufacturer’s recommendations, or as approved by the Engineer/Project Manager. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. Adjusting structures shall apply, but not be limited to, manhole rings and covers, inlet gratings and frames, water valve boxes, water meters, gate posts, and other structures and facilities. Construction operations shall consist of raising, lowering, moving, or removing masonry or concrete; adding brick-work, masonry, or concrete; and resetting grates, frames, or rings and covers to fit the new construction. Structures in the traveled roadway shall be adjusted to a tolerance of ¼ to ½ inch below the surface of the roadway. METHOD OF MEASUREMENT Subsection 210.12 shall be amended to include the following: The unit price for Resetting Brick Pavers and Resetting Flagstone shall be paid by the square foot of re-set area. Material for leveling, moisture conditioning, and labor for installation and compaction shall not be paid separately. The quantity to be measured where items are reset or adjusted on an “each” basis shall be the actual number of those items restored for service at new location, completed and accepted. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 137 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 208 EROSION CONTROL Project Specifications- Page 22 of 53 BASIS OF PAYMENT Payment will be made under: Pay Item Unit 210.01 Reset Flagstone Square Foot 210.02 Reset Brick Pavers Square Foot 210.03 Adjust Manhole Each 210.04 Adjust Valve Box Each The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Reset Structures, complete-in-place, including compaction and materials, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 138 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 212 SEEDING, FERTILIZER, SOIL CONDITIONER, AND SODDING Project Specifications- Page 23 of 53 Section 212 - SEEDING, FERTILIZER, SOIL CONDITIONER, AND SODDING - is hereby revised as follows: DESCRIPTION Subsection 212.01 is revised to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the existing topography of the location. This work shall not include locations of concrete repair in which grade changes and additional work is directed by the Engineer/Project Manager. See Section 107 "Safety and Protection and Restoration of Property" found herein. MATERIALS Subsection 212.02 – Seed, Soil Conditioners, Fertilizers, and Sod - is revised to include the following: Topsoil: Topsoil shall conform to the requirements of CDOT 207. Sod: Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer/Project Manager. The 1% allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish, and the sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. Seeding: The use of seed may be approved by the Engineer/Project Manager and shall be a Dry Land Mixture of Perennial Rye and Bluegrass CONSTRUCTION REQUIREMENTS Subsection 212.05 – Sodding - is revised to include the following: Soil Preparation: The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical. Sticks, stones, debris, and other similar material more than ½ inch in diameter shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected. Topsoil Placement: Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The amount of compaction required shall be as directed by the Engineer/Project Manager. Sod Placement: The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place, that the sod has been only watered once, and provide the recommended watering schedule for new sod placement as recommended by the sod supplier. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but shall not be measured and paid for under the terms of this contract. Seeding: Instances may arise when seeding is an appropriate option to sod installation or more appropriate for the location. In such instances, and as approved by the Engineer/Project Manager, the Contractor may install seed. Backfill, soil preparation, and topsoil placement shall be required as specified above. After Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 139 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Project Specifications- Page 24 of 53 installation of four (4) inches of topsoil, the Contractor shall rake the surface of the topsoil perpendicular to the concrete installation and install seed at a rate equivalent to one (1) pound per one thousand (1,000) square feet. The area shall then be re-rake parallel to the concrete installation to till the seed. Raking depth shall not exceed one half (1/2) inch. The area shall be carefully watered, ensuring the seed has not been flushed from the surface or puddled in an area. The Contractor shall notify the property owner in writing of the nature of the work that has taken place, that the seed has been watered once, and provide the manufacturers’ recommendations for the watering schedule. The notice to the owner shall include, at a minimum, the following: “The seeded area shall be maintained in a moist condition during the germination period. The seed shall be watered a minimum of two (2) times per day or as needed to keep the area moist for a duration of approximately two (2) weeks. Windy or hot conditions may require additional watering and may extend the watering period.” BASIS OF PAYMENT Subsection 212.08 is revised to include the following: No measurement or payment shall be made for re-sodding or seeding lawns damaged by the Contractor adjacent to new concrete when the grade of the existing lawn reasonably matches the grade of the new concrete. Re- sodding and seeding in this instance shall be considered incidental to the work being performed. Seeding and Sod shall only be paid when requested by the Engineer/Project Manager for specific situations, shall be paid by the square foot at the contract unit price, and shall include full compensation for items noted below. In areas where the Engineer/Project Manager directs new work or the reconstruction area requires grade adjustment greater than 4 inches the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. Payment shall be made under: Pay Item Unit 212.01 Sod Square Foot 212.02 Landscape/Irrigation Labor Hour The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of seeding and sodding, including haul, stockpiling, placing material, repairing sprinklers, watering or drying soil, compaction, finish grading, complete-in-place, and as shown on the plans, as specified in these specifications, and as directed by the Engineer/Project Manager. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 140 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 304 AGGREGATE BASE COURSE Project Specifications- Page 25 of 53 Section 304 - AGGREGATE BASE COURSE - is hereby revised as follows: DESCRIPTION Subsection 304.01 is revised to include the following: This work shall consist of furnishing and placing one or more courses of aggregate base or recycled concrete on a prepared subgrade. MATERIALS Subsection 304.02 - Aggregate - is revised to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled concrete (Class 6) may be substituted for Aggregate Base Course as authorized by the Engineer/Project Manager. Any Class 6 that is used shall meet the grading requirements of Class 5 Aggregate Base. Recycled asphalt shall not be used as subgrade beneath concrete sidewalk, curb, and gutter. CONSTRUCTION REQUIREMENTS Subsection 304.04 – Placing - is revised to include the following: The contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. Load slips shall be consecutively numbered for each day and submitted daily to the Engineer/Project Manager. Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. METHOD OF MEASUREMENT Subsection 304.07 is revised to include the following: The accepted quantities for Aggregate Base Course shall be measured and paid for at the contract unit price per ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content including compaction efforts shall not be measured and paid for separately but shall be included in the contract unit price for Aggregate Base Course. Aggregate Base Course shall be paid at 100% of the daily total amount as determined by the daily load slips submitted to and as accepted by the Engineer/Project Manager at the end of each day. The intended use of Aggregate Base Course is to bring the subgrade of the concrete repair area to finished grade. Aggregate Base Course contaminated from failure to protect open excavations shall not be paid. Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 141 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 304 AGGREGATE BASE COURSE Project Specifications- Page 26 of 53 BASIS OF PAYMENT Subsection 304.08 is revised to include the following: Payment shall be made under: Pay Item Unit 304.01 Aggregate Base Course/Recycled Concrete Base ≤ 5 Tons Ton 304.02 Aggregate Base Course/Recycled Concrete Base > 5 Tons Ton 304.03 Recycled Asphalt Base Ton 304.04 Aggregate Base Course Upcharge Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in the placement of Aggregate Base Course including haul and water, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete-in-place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer/Project Manager. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 142 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 403 HOT MIX ASPHALT Project Specifications- Page 27 of 53 Section 403 - HOT MIX ASPHALT - is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised to include the following: This work shall consist of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS Subsection 403.03 is revised to include the following: ASPHALT PAVEMENT PRESERVATION “Asphalt Pavement Preservation” shall be measured and paid by the lineal foot along concrete gutter, drainage pans and aprons that were replaced with the project The Engineer/Project Manager shall assess the asphalt condition and determine the required removal. This item shall only be paid when the concrete removal can be accomplished without damage requiring permanent patching to the existing asphalt along the concrete toe base on the Engineer/Project Manager s judgment. This item is provided as incentive to preserve the existing asphalt and provide compensation for additional costs that may be associated with the removal and restoration of the landscaping. TEMPORARY AND PERMANENT PATCHING As determined by the Engineer/Project Manager, damage to adjoining asphalt pavement due to concrete repairs shall be patched back temporarily or permanent. In the event that temporary patching is required around concrete repairs, the Contractor shall remove no more than six (6) inches in width of asphalt pavement. The pavement areas shall be temporarily patched with Hot Mix Asphalt grading ‘S’, ‘SX’, or as approved by the Engineer/Project Manager. Temporary asphalt patching shall be placed at the typical depth of two (2) inches. The depth of patching may be increased to a maximum depth of six (6) inches as directed by the Engineer/Project Manager. In the event that permanent patching is required, the Contractor shall sawcut, to the entire asphalt pavement depth, two foot out from the concrete repairs and the entire length of the concrete repair. The permanent asphalt sawcut shall be rectangular shape. The entire asphalt layer to subgrade shall be carefully removed from the sawcut area as not to disturb the surrounding asphalt pavement. Subgrade shall be compacted as necessary to achieve a solid base layer. With the base layer compacted and the exposed edges of the patch properly tacked, the asphalt patch shall be built up in compacted layers not to exceed 4 inches in depth. The finished layer of the permanent patch shall be compacted to match the grade of the existing surrounding asphalt and adjoining concrete pavement. Prior to opening newly installed concrete to pedestrian or vehicular traffic, the contractor shall ensure that any changes in elevation to the adjacent surfaces have been remedied by the use of hot mix asphalt placed in a 12:1 wedge, or as directed by the Engineer/Project Manager. The asphalt used for this operation shall be measured and paid for under item 403.02 “Temporary Patching” until such time as the permanent repair can be made. Prior to installation of two (2) inches of temporary asphalt patching the Contractor shall use a bond breaking material (i.e., curing compound, form oil, etc.), as approved by the Engineer/Project Manager. The bond breaking material shall be applied to the face of the new concrete adjacent to the temporary patch installation. Temporary asphalt depths greater than two (2) inches shall have a paper bond breaking material or other bond breaking method approved by the Engineer/Project Manager to mitigate damage to the new concrete during permanent patching. METHOD OF MEASUREMENT Subsection 403.04 is revised to include the following: The accepted quantities for Temporary or Permanent Patching will be measured and paid for at the contract unit Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 143 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 403 HOT MIX ASPHALT Project Specifications- Page 28 of 53 price per ton. Pavement cutting, excavation, subgrade preparation, haul, disposal, bond breaking material, installation, and bituminous material will not be measured or paid for separately but shall be included in the contract unit price for Temporary or Permanent Patching. Load slips shall be consecutively numbered for each day and shall include the batch time, asphalt grading, and weight of asphalt. BASIS OF PAYMENT Subsection 403.05 is revised to include the following: Payment shall be made under: Pay Item Unit 403.01 Asphalt Surface Preservation Lineal Foot 403.02 Temporary Patching with Hot Mix Asphalt Ton 403.03 Permanent Asphalt Patching Ton 403.04 Temporary Patching with Cold Mix Asphalt Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete-in-place, as shown on these plans, as specified in these specifications, and as directed by the Engineer/Project Manager. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 144 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 601 STRUCTURAL CONCRETE Project Specifications- Page 29 of 53 Section 601 – STRUCTURAL CONCRETE - is hereby revised as follows: DESCRIPTION Subsection 601.14 – Finishing Hardened Concrete Surfaces - is revised to include the following: This work shall consist of preparing, rolling, spraying retarder, and exposing the sanded concrete surface sand including all materials, labor, tools and incidentals to obtain an exposed sand finish. The unit cost shall include the additional work and materials only for exposing the sand finish and shall be paid in addition to the unit cost for the item installed (i.e., Flatwork 4”, Flatwork 6”, etc.). Concrete shall meet the requirements specified in Revision of Section 608 and 609 contained herein. Material deviations from Revision of Section 608 and 609 shall be submitted and approved by the Engineer/Project Manager. CHI 027 Surface Treatment or approved equivalent shall be applied to the concrete surface to create the texture. The Engineer/Project Manager shall specify the depth of penetration of the retarder. Slabs may be sealed in accordance with the manufacture’s recommendations. The Contractor shall have a minimum of five (5) years’ experience exposing the sand finish for cast-in-place concrete. The Contractor shall submit a list of prior installation locations for review and evaluation for quality and installation expertise to the Engineer/Project Manager. The Contractor shall submit samples showing finish, color, and sealer including a color chart, product data, and equipment data. The slab thickness, jointing, reinforcement (if any), and expansion joint locations shall be approved by the Engineer/Project Manager. The Contractor shall place one (1) on-site test section determined by the Engineer/Project Manager to determine surface consistency. All concrete work shall be performed by a skilled Craftsman with a minimum of two (2) years’ experience in exposing the sand finish. A minimum of one qualified Craftsman is required at each finishing operation requiring exposed sand finish. The subgrade shall be prepared, and forms installed as specified herein. After concrete placement, the Contractor shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be prepared using a double drum roller tamps prior to floating. The roller shall provide uniformity during rolling including the surface areas in the corners of the slab. Deviations from this process must be approved 48 hours prior to scheduled placement of fresh concrete. The retarder shall be applied per the manufacturer’s recommendations using an approved sprayer to achieve a uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage as required by the Engineer/Project Manager. At the appropriate time, the concrete paste shall be washed from the surface with a power washer or other means as approved by the Engineer/Project Manager. The overall texture shall be free from texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue runs through the gutter or enters inlets. The method of containment shall be approved by the Engineer/Project Manager. The paste residue shall be removed from the site and properly disposed. After the initial curing period the surface of the slab shall be sealed. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 145 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 601 STRUCTURAL CONCRETE Project Specifications- Page 30 of 53 METHOD OF MEASURMENT Subsection 601.19 shall be amended to include the following: Concrete placement shall be in accordance with Revision of Section 608 and 609. Concrete materials, placement, forming, subgrade preparation, including equipment, tools, and labor to install concrete shall not be included under “Exposed Sand Finish – Up Charge” and shall be paid at the contract unit price for the corresponding type of installation (i.e., Flatwork 4”, Flatwork 6”, etc.) “Exposed Sand Finish – Up Charge” shall be measured and paid by the square foot at the contract unit price for the accepted quantities and shall include labor, materials, and equipment for retarder application, tamp rolling, exposing the sand finish, storm water protection, and cleanup. BASIS OF PAYMENT Subsection 601.20 shall be amended to include the following: Payment will be made under: Pay Item Unit 601.01 Exposed Sand Finish – Up Charge Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all additional work involved in “Exposed Sand Finish – Up Charge” as specified in these specifications, as shown on the plans, and as directed by the Engineer/Project Manager. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 146 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 602 REINFORCING STEEL Project Specifications- Page 31 of 53 Section 602 – REINFORCING STEEL - is hereby revised as follows: DESCRIPTION 602.01 This work consists of furnishing and placing reinforcing steel in accordance with these specifications and in conformity with the plans. MATERIALS 602.02 Reinforcing steel and welded wire fabric that will be furnished either uncoated or epoxy coated shall meet the requirements of subsection 709.01. The coating material shall be a light-colored powdered epoxy resin which will highlight rusting of untreated bar areas. Reinforcing steel that requires welding shall conform to ASTM A 706. Welding shall be done in accordance with ANSI/AWS D1.4. All accessories, including reinforcing steel supports, ties, and splicers used in conjunction with epoxy coated reinforcing steel, shall be plastic or epoxy coated. Reinforcing steel not identified on the plans as epoxy coated may be supplied as epoxy coated, at the Contractor's option, at no additional cost to the Department. Length of lap splices for epoxy coated reinforcing steel shall be in accordance with AASHTO Standard Specifications for Highway Bridges, unless otherwise specified. CONSTRUCTION REQUIREMENTS 602.03 Bar List. Two copies of a list of all reinforcing steel and bending diagrams shall be furnished to the Engineer/Project Manager at the site of the work at least one week before the placing of reinforcing steel is begun. Such lists will not be reviewed for accuracy. The Contractor shall be responsible for the accuracy of the lists and for furnishing and placing all reinforcing steel in accordance with the details shown on the plans. Bar lists and bending diagrams which are included on the plans, do not have to be furnished by the Contractor. When bar lists and bending diagrams are included on the plans, they are intended for estimating approximate quantities. The Contractor shall verify the quantity, size and shape of the bar reinforcement against those shown on the plans and make all necessary corrections before ordering. 602.04 Protection of Materials. Reinforcing steel and its epoxy coating shall be protected at all times from damage. When placed in the work, the reinforcing steel shall be free from dirt, loose mill scale, paint, oil, loose rust, or other foreign substance. METHOD OF MEASUREMENT 602.07 The weight of reinforcing steel for payment will not be measured but shall be the quantities designated in the Contract; except, measurements will be made for revisions requested by the Engineer/Project Manager, or for an error of plus or minus 2 percent of the total weight shown on the plans for each structure. Prospective bidders shall verify the weight of reinforcing steel before submitting a proposal. Adjustment will not be made in the weight shown on the plans, other than for approved design changes or for an error as stipulated above, even though the actual weight may deviate from the plan weight. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 147 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 602 REINFORCING STEEL Project Specifications- Page 32 of 53 The computed weight of epoxy coated reinforcing bars will be based on the nominal weight before application of the epoxy coatings. Nominal weights for various bar sizes are shown below. Bar Size Weight per Linear Foot in Pounds Bar Size Weight per Linear Foot in Pounds ¼ inch 0.167 No. 8 2.670 No. 3 0.376 No. 9 3.400 No. 4 0.668 No. 10 4.303 No. 5 1.043 No. 11 5.313 No. 6 1.502 No. 14 7.650 No. 7 2.044 No. 18 13.600 BASIS OF PAYMENT 602.08 The accepted quantities of reinforcing steel will be paid for at the contract unit price per pound. No allowance will be made for supports, clips, wire or other material used for fastening reinforcement in place. Pay Item Unit 602.01 Reinforcing Steel and dowel Basket Assembly Pound 602.02 Reinforcing Steel – Epoxy Coated and dowel Basket Assembly Pound Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 148 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 604 INLETS AND CULVERTS Project Specifications- Page 33 of 53 Section 604 - INLETS AND CULVERTS - is hereby revised as follows: DESCRIPTION Subsection 604.01 shall be amended to include the following: This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk culverts in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer/Project Manager. CONSTRUCTION REQUIREMENTS Subsection 604.04 - Manholes, Inlets, and Meter Vaults - is revised to include the following: Type R Inlets shall be installed per CDOT M&S Standards, latest revision, standard plan number MS-604-12. Care shall be taken during removals to salvage hardware material to the maximum extent feasible (i.e., frames, grates, adjustable bonnets, angle iron faces, steel rods, etc.). Salvable material shall be reinstalled in the structure or remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing material until it is re-incorporated into the work or is loaded onto City equipment by the Contractor. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the details found herein and shall not be measured and paid for separately. When concrete is to be removed and replaced around an existing grate without disturbing the deck or basin, this shall not constitute “Reconstruct Inlet Deck”. These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609. Expansion joint material shall be installed every 500' in long runs and between the new structure and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid-block ramps, radius points at intersections, and other fixed objects (i.e., slabs or curbs). Expansion joint material shall be full depth, installed vertically, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints, MS-412-1. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18, sealing joints. METHOD OF MEASUREMENT Subsection 604.06 is revised to include the following: Items defined with “Remove & Replace”, for each inlet type and concrete sidewalk culvert, shall be measured and paid per each under the corresponding type of inlet, shall include two, three and one-half foot (3.5) transitions measured from inside face of box on each side, and shall include furnishing new hardware material (i.e., bonnet, frame, grate, etc.). “Material Only” items for the corresponding structures shall not be paid in addition to items designated “Remove & Replace”. Items defined with “Reconstruct”, for each inlet type shall be measured and paid per each under the corresponding type of inlet, shall include two three and one-half foot (3.5) transitions measured from inside of face of box on each side, and shall include salvaged hardware material (i.e., bonnet, frame, grate, etc.) When only the throat (gutter area only, excluding the hood/deck) of the inlet is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, “Cross- pan 8” – Remove & Replace”. “Material Only” items shall be paid per each only when existing material for the structure cannot be salvaged, does not meet current specifications, cannot be provided by the City, or as requested by the Engineer/Project Manager. “Material Only” shall be paid in addition to the “Reconstruct Inlet Deck” or “Metal Sidewalk Culvert Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 149 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 604 MANHOLES, INLETS, AND CULVERTS Project Specifications- Page 34 of 53 - Salvaged Material” items for the corresponding structure as directed by the Engineer/Project Manager. “Material Only” shall not be paid when damage to the existing hardware material was due to construction operations or carelessness during removal and shall be replaced by the Contractor at the Contractors expense. The Contractor shall notify the Engineer/Project Manager immediately when issues prevent salvage of the existing material. “Metal Sidewalk Culvert - Salvaged Material” shall be measured and paid per each and shall include reinstallation of salvaged hardware material (i.e., frame, grate, etc.). The Contractor shall provide new brass or galvanized screws for the plate reinstallation. “Metal Sidewalk Culvert – Salvaged Material” shall be constructed per the standard details contained herein for Attached Vertical and Drive-Over Curb and Gutter (details D-10, D-11) with the following modifications: Concrete for the floor beneath the metal plate shall be three (3) feet wide centered beneath the plate. The subgrade beneath the concrete floor shall be compacted, firm, and non-yielding and have a transition slope length of one (1) foot beyond the floor on each side (see details D -10 and D-11, sections B-B) and shall be sloped to match the bottom of the grade for the adjacent or proposed concrete sidewalk. Expansion material shall be installed full depth and set vertically at the top of the subgrade slope on each side of the chase. The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15) inches on each side from the edge of the plate to the expansion material. ‘Metal Sidewalk Culvert’ shall not include adjacent sidewalk beyond the five (5) feet structure dimension.” The installation of the plate shall typically be aligned flush with the back of the existing sidewalk and shall be offset from the vertical plane of the flow line by a minimum of three (3) inches. Dimension variances of existing plates and offset from the flowline shall be field fit to match existing conditions and shall be modified as directed by the Engineer/Project Manager. In no case shall the plate extend flush with the vertical plane of the flow line or be less than four (4) feet when measured perpendicular to the sidewalk. Hollywood style curb and gutter, an exception to standard installations, shall be installed as directed by the Engineer/Project Manager and measured and paid as agreed between Contractor and Engineer/Project Manager utilizing existing pricing to the maximum extent possible. “Metal Sidewalk Culvert – Material Only” shall be measured and paid per each based on 11.25 square feet (standard plate size) and shall be paid only when existing material cannot be salvaged, does not meet criteria, cannot be provided by the City, or as requested by the Engineer/Project Manager. “Material Only” shall be paid in addition to the “Metal Sidewalk Culvert - Salvaged Plate”. The standard dimensions shall be two feet six inches (2.5’ measured parallel with sidewalk) by four feet six inches (4.5’ measured perpendicular to sidewalk), or 11.25 square feet. Actual dimensions may vary and shall be verified. “Metal Sidewalk Culvert - Additional 5/8” Plate” shall be measured and paid by the square foot, shall include the 5/8” thick plate and frame as designated in the drawings contained herein, and shall be the basis to increase or decrease payment when variances from the typical structure sizes are required. The cost per square foot shall be used to add or deduct from payment under “Additional Square Foot Plate”. Payment shall be made in addition to “Metal Sidewalk Culvert – Material Only”. “Concrete Sidewalk Culvert” shall be constructed per the standard detail contained herein (D-12) with the following modifications: The #5 bars shown in Detail D-12, section C-C, shall be extended to the end of the transitions on both sides of the culvert and shall have three (3) inches of clearance from the expansion material installed at each end of the culvert. Expansion material shall be full depth and set vertically on each side of the culvert. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 150 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 604 MANHOLES, INLETS, AND CULVERTS Project Specifications- Page 35 of 53 When only the throat (gutter area only, excluding the hood/deck)) of an Inlet, Sidewalk Chase, or Concrete Sidewalk Culvert” is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, “Cross-pan 8” – Remove & Replace”. The thickness of the expansion material shall be one half (1/2) inch, or one (1) inch as directed by the Engineer/Project Manager. Expansion shall be measured and paid as “Expansion” by the lineal foot under Revision of Section 608 and 609, “Expansion”. Saw cutting for items contained in this section shall be incidental to the work and shall not be measured and paid for separately. Erosion control measures used during saw cutting are considered incidental to all saw cutting operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 604.07 is revised to include the following: Payment shall be made under: Pay Item Unit 604.01 Install New Area Inlet Each 604.02 Area Inlet – Additional Foot Depth Lineal Foot 604.03 Reconstruct Area Inlet Deck – Remove & Replace Each 604.04 Reconstruct Area Inlet Deck - Additional Foot Opening – Remove & Replace Lineal Foot 604.05 Reconstruct Catch Basin Deck – Remove & Replace Each 604.06 Reconstruct Catch Basin Deck – Additional Foot Opening - Remove & Replace Lineal Foot 604.07 Install New Curb Inlet – 4’ Opening Each 604.08 Curb Inlet – 4’ Opening – Additional Foot Depth Lineal Foot 604.09 Reconstruct Curb Inlet Deck – Remove & Replace Each 604.10 Reconstruct Curb Inlet Deck – Additional Foot Opening – Remove & Replace Lineal Foot 604.11 Install New Type R Inlet – 5’ Opening Each 604.12 Type R Inlet – 5’ Opening - Additional Foot Depth Lineal Foot 604.13 Reconstruct Type R Inlet Deck – Remove & Replace Each 604.14 Reconstruct Type R Inlet Deck- Additional Foot Opening – Remove & Replace Lineal Foot 604.15 Install New Modified Type 13 Curb Inlet (includes new Frame, Grate, & Adjustable Curb Bonnet) Each 604.16 Modified Type 13 Curb Inlet - Additional Foot Depth Lineal Foot 604.17 Reconstruct Modified Type 13 Curb Inlet Deck – Remove & Replace Each Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 151 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 604 MANHOLES, INLETS, AND CULVERTS Project Specifications- Page 36 of 53 604.18 Reconstruct Modified Type 13 Curb Inlet Deck - Additional Foot Opening Remove & Replace Lineal Foot 604.19 Modified Type 13 Curb Inlet – Material Only (Frame, grate and adjustable Curb Bonnet - East Jordan Iron Works 7030 or equivalent) Each 604.20 Concrete Sidewalk Culvert – 4’ Opening – Remove & Replace Each 604.21 Metal Sidewalk Culvert – 2’ Opening – Remove & Replace Each 604.22 Metal Sidewalk Culvert – 2’ Opening – Material Only Each 604.23 Additional Square Foot 5/8” Plate Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Inlets and Culverts, including demolition, disposal, reinforcement, and materials, complete-in-place, as specified in these specifications, as shown on the plans, and as directed by the Engineer/Project Manager. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 152 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 608 & 609 SIDEWALK AND BIKEWAYS & CURB AND GUTTER Project Specifications- Page 37 of 53 Sections 608 and 609 - SIDEWALKS AND BIKEWAYS and CURB AND GUTTER - are to be deleted and replaced with the latest revision of the Larimer County Urban Area Street Standards, except as noted herein: DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, cross- pans, pedestrian access ramps, and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established by the Engineer/Project Manager. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor, submitted to the Engineer/Project Manager two weeks prior to beginning work, and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type I, Type I/II, or Type III. The sulfate exposure for all concrete shall be Class 2 unless otherwise specified on the plans. Sulfate resistance requirements shall be followed as stated in 601.04 Sulfate Resistance in the 2017 Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction The air content shall be four (4) percent to eight (8) percent. “High Early” concrete shall be used for all concrete repair locations. “High Early” concrete shall have a specified required field compressive strength of 4000 psi and a minimum 48-hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete placed at a particular location may be modified by the Engineer/Project Manager but shall not have less than the minimum required compressive strength specified herein and shall be approved by the Engineer/Project Manager. See Section 10.5.2 ‘Rigid Pavement Design’ Section 22.4 Non-Structural Concrete and Section 22.5.5 ‘Portland Cement Concrete Pavement’, in the “Larimer County Urban Area Street Standards for Street Construction”. Water Reducing Agents shall conform to ASTM C 494-82. Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip and a copy of the batch weights shall accompany each concrete ticket. Concrete delivered without a load slip containing complete information as specified will be subject to rejection. Curing materials shall be white pigmented liquid linseed oil based or paraffin-based curing compound, and shall conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be a minimum of 150 sq. ft./gal. The curing compound shall be applied immediately upon completion of the finishing in a uniform pattern resulting in complete coverage of the exposed concrete area. Curing compound shall also be sprayed on the concrete surfaces after removal of the forms (back of curb and toe face of gutter). CONSTRUCTION REQUIREMENTS “Remove and Haul Fillet” shall be defined as concrete or asphalt installed in the flow line of the gutter and shall be paid per each. Care shall be taken during removal of fillets to protect the existing concrete sidewalk and gutter from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. Monolithic hybrids of curb, gutter, sidewalk and high-back vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases, the design may be modified by the Engineer/Project Manager. The finished exposed surface and edging of the concrete shall have a broomed finish. Smooth surfaces around Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 153 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 608 & 609 SIDEWALK AND BIKEWAYS & CURB AND GUTTER Project Specifications- Page 38 of 53 the perimeter of the adjoining concrete shall not be matched unless directed by the Engineer/Project Manager. All newly installed concrete shall be date stamped by the Contractor. If the installation is larger than one concrete section, only one stamp per area of installation shall be required. The stamp shall include the Contractor’s name and year of installation. The concrete shall be stamped at the appropriate curing time, so the Contractor’s name and year of installation are clearly legible. Typically, the stamp shall be installed at the back edge of the sidewalk, on the right-hand side when viewing the installation from the street, or as directed by the Engineer/Project Manager. The maximum spacing for transverse joints in cross-pans, concrete pavement, and sidewalk shall be ten (10) feet or as directed by the Engineer/Project Manager. All concrete control joints shall be tooled to one quarter (1/4) of the concrete thickness or as directed by the Engineer/Project Manager. All construction joints for cross-pans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. Forms shall be installed at the full depth of the concrete placement. The Contractor shall be responsible for the protection of the subgrade and/or base course until the concrete is placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the placement of curing compound for 48-hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of the concrete. The Contractor shall not sprinkle water on the surface of the newly placed concrete to assist with finishing. The use of a finishing aide may be approved on a limited case by case basis only when the material to be used has been submitted to the Engineer/Project Manager for approval prior to use in the field. Concrete blankets shall be used when the ambient temperature is expected to fall to 32ºF or below within 36 hours after placement and shall remain in place for a minimum period of 36 hours for 48-hour high early concrete. This item will not be measured or paid for separately under the terms of the contract. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the workday following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the cleanup process shall be the Contractor's responsibility. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of eight (8) inches. Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the entire pavement thickness. The subgrade plane shall not vary more than one half (1/2) inch in ten (10) feet. All concrete pavement joints shall be sealed with an approved concrete joint filler material, in accordance with the detail for “Concrete Pavement Joints” contained herein or as directed by the Engineer/Project Manager. The cost for joint sealing shall be included in the contract unit price for “Concrete Pavement 8”- Remove & Replace.” The top of the new pavement shall be even with the existing concrete pavement and the newly installed concrete shall be consolidated with a mechanical vibrator. All construction joints shall be tied and doweled except for expansion joints, joints along existing curb and gutter, and contraction joints, in accordance with the CDOT 412.1 detail for “Concrete Pavement Joints” contained herein. All retro-fit, remove and replace, new paving panels shall be connected to the adjacent existing pavement with 18-inch deformed #5 epoxy coated tie bars drilled into the existing pavement as shown Section 3000, Detail M-412-1 of this document. Tie bar installation, materials and labor will be incidental to the work being performed. As directed by the engineer/Project Manager, traverse paving joints between contiguous panels shall have smooth, load transfer dowels per section DC on detail M-412-1. The holes may be drilled so the rebar fits snuggly or installed using an approved concrete adhesive. Dowel bars for adjacent panels shall be coated Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 154 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 608 & 609 SIDEWALK AND BIKEWAYS & CURB AND GUTTER Project Specifications- Page 39 of 53 entirely with a bond breaking material approved by the Engineer/Project Manager. Load transfer dowels will be paid for under section 602 of this document (bid line items 602.01 or 602.02). When a batch of concrete delivered to the site does not conform to the minimum specified air content, an air entraining admixture shall not be allowed to be added on site. Restoration of landscape shall be in accordance with Revision of Section 107, “Safety and Protection and Restoration of Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days from the time the concrete was placed for backfill with topsoil and by no later than the end of the first working day of the following week for sod replacement. Concrete washout/truck washout areas shall be contained in such a manner that no visual evidence of cement or aggregate spoils remain on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of an identified off-site location or a designated spoil/base pile (see Section 208 Erosion Control and Inlet Protection) and shall include the placement of a Stormwater Protection Device on the downstream side of the washout area. Methods shall be submitted and approved by the Engineer/Project Manager. Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All flagstones, pavers, and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the Contractor and delivered to the City’s site located at 1500 Hoffman Mill Road. Loading, unloading, and hauling shall not be measured and paid for separately but shall be included in “Remove Concrete”. In areas where the Engineer/Project Manager directs the re-setting of flagstone, the existing flagstone shall be salvaged and reset on a compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding area. METHOD OF MEASUREMENT Saw cutting related to the items in this section shall be considered a subsidiary obligation of the Contractor and shall not be measured or paid for separately. Erosion control measures used during saw cutting shall be considered incidental and shall not be measured or paid for separately. “Remove Concrete” shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone. This item shall be paid where the Engineer/Project Manager directs removal only, and removal is not already being paid under another item. “Apron 8” shall be paid by the square foot and, when installed on a radius, shall include the area of 8-inch Pavement from the back of the curb to the apron legs (A and C) and from point of curvature to point of curvature. The area of an Apron shall be calculated as follows (see diagram below): Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 155 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 608 & 609 SIDEWALK AND BIKEWAYS & CURB AND GUTTER Project Specifications- Page 40 of 53 ((A*C) - (π (A-B) (C-D)/4)) Truncated Domes “Vertical Curb, Gutter, and 6” Sidewalk” shall be measured by the lineal foot and shall include 4 feet of sidewalk from back of the curb to the back of sidewalk, if over this width of sidewalk shall be paid under flat work four or six inch. See detail FC1602 in Section 3000 of this Document. “Pedestrian Access Ramp” shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature, if on the radius, or the top of transition if mid-block. “Pedestrian Access Ramp Highback Curb” shall be measured by the square foot. The width shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the length shall be measured at the midpoint from PT to PC. All Pedestrian Access Ramps shall use details contained herein as guidance. All ramps will be field designed to meet ADA requirements and city objectives. Form work shall be approved by the executing engineering/Project Manager representative before concrete placement. “Add Domes to Existing Ramp” shall be measured by the square foot (SF). The length and width shall be measured as per the area removed from the existing ramp, as directed by the City Engineer/Project Manager. This area of new concrete shall have a minimum thickness of six (6) inches and shall have 18-inch #5 dowel bars at 12 inches on center, or as directed by the Engineer/Project Manager. The Truncated Dome Panels shall be paid for under line item 608.17 “Add Truncated Domes to Existing Ramp – Dry Set Placement” is intended for use on existing ramps that will not be reconstructed and do not currently have truncated dome panels. This item shall be measured and paid for by the square foot (SF) of truncated panels used and is intended to cover all costs associated with the installation of the dome panels per the manufacturer’s instructions. The City of Fort Collins will supply the dome panels in either a two-foot by two-foot (2’ x 2’) or a two-foot by four-foot (2’ x 4’) variety. The work included in this installation may include cleaning the existing surface, applying adhesive, impact drill, and installing hardware, and any other specific instructions per the manufacturer’s specifications. The truncated dome panels shall be provided by the City of Fort Collins from the following providers: • TufTile – www.tuftile.com • Armor-Tile - www.armor-tile.com • An approved equal with similar installation processes as outlined above Please view the websites listed above for specific manufacturing instructions and further information regarding the supplied products “Truncated Dome Panels” shall be paid by the square foot, placed in all pedestrian access ramps, and shall be paid in addition to “Pedestrian Access Ramp”, “Pedestrian Access Ramp Highback Curb”, or “Add Domes to A C B D Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 156 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 608 & 609 SIDEWALK AND BIKEWAYS & CURB AND GUTTER Project Specifications- Page 41 of 53 Existing Ramps”. This item shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated dome panels shall be cast iron and shall meet all American with Disabilities Act (ADA) requirements. The type of truncated dome panels to be used shall be submitted to the Engineer/Project Manager for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. There shall be no voids beneath the bottom of the dome panels and the concrete. “Colored Concrete San Diego Buff – Upcharge” shall include the additional cost for the color additive only and shall be measured and paid by the square foot in addition to the corresponding item installed (i.e., Flatwork 6”, Splashblock 4”). “Alley Approach 8” shall be measured by the square foot from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the width shall be measured at the midpoint. “Expansion” shall be measured and paid by the lineal foot. The thickness shall be one half (1/2) inch to three quarter (3/4) inch and be installed every 500' in long runs and between new structure slabs, existing concrete slabs, and around fire hydrants, poles, inlets, sidewalk under-drains, mid-block ramps, radius points at intersections, and other fixed objects (i.e., ends of sidewalk slabs and curbs), as directed by the Engineer/Project Manager. Expansion joint material shall be full depth, set vertically, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool. “Exposed Aggregate – Up Charge” shall include only the additional cost for exposing the aggregate including labor, water, other incidentals, and clean up related to exposing the surface aggregate and shall be measured and paid by the square foot in addition to the corresponding item installed. (i.e., Flatwork 6”, Splashblock 4”). “Reset Flagstone” shall be measured and paid by the square foot of re-set area in addition to “Remove Concrete”. Material for leveling, moisture conditioning, and labor for installation and compaction shall not be paid separately. “Haul & Dispose Concrete with Wire/Rebar” shall be paid for separately by the ton only when the Hoffman Mill site does not accept concrete containing wire and/or rebar. Weight slips shall be required for each load transported to any locations other than Hoffman Mill. “Exposed Sand Finish – Up Charge” shall be measured and paid by the square foot for the accepted quantities and shall include retarder material and application, tamp rolling, and exposing the sand finish, including retarding, sealer, equipment, labor, storm water protection, and cleanup. “6” Wide Concrete Placed Barrier Curb, Doweled” shall include doweling number 5 bar at eighteen inches on center verticals, 8 inch minimum in length. Doweled bars shall sit two inches below top of curb. New Curb width shall match existing, See detail FC703 in Section 3000 of this Document. “6” Wide Concrete Re-Set in Place Barrier Curb Doweled” shall include doweling a number 5 bar 2 – 6 Foot on center verticals, 8 inch minimum in length thru the top of the existing curb and into the existing pavement a minimum of 4 inches, leaving the top of the dowel 2” from the top of curb and filling hole with an approved sealer. There shall be A Minimum of two dowels installed per section of curb or as directed by the City Representative. Pay items followed by “Remove & Replace” shall include all labor, materials, tools, equipment, and incidentals, and all work involved in the removal and installation, complete-in-place, including saw cutting, hauling, disposal, etc. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 157 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 608 & 609 SIDEWALK AND BIKEWAYS & CURB AND GUTTER Project Specifications- Page 42 of 53 BASIS OF PAYMENT Subsection 608.06 shall be amended to include the following: Payment shall be made under: Pay Item Unit 608.01 Drive over Curb, Gutter and 6" Sidewalk Lineal Foot 608.02 Drive over Curb and Gutter - No Sidewalk Lineal Foot 608.03 Vertical Curb, Gutter and 6" Sidewalk Lineal Foot 608.04 Vertical Curb and Gutter - No Sidewalk Lineal Foot 608.05 Out Fall Curb and Gutter Lineal Foot 608.06 Hollywood Curb, Gutter and 6” Sidewalk Lineal Foot 608.07 Hollywood Curb and Gutter - No Sidewalk Lineal Foot 608.08 Highback Curb and Gutter - No Sidewalk Lineal Foot 608.09 Barrier Curb – 6” x 18” Lineal Foot 608.12 Mountable Curb – 12” x 18” Lineal Foot 608.15 Pedestrian Access Ramp Square Foot 608.16 Pedestrian Access Ramp, Highback Curb Square Foot 608.17 Truncated Dome Panel Square Foot 608.18 Apron - 8” Square Foot 608.19 Cross-pan – 8” Square Foot 608.20 Valley Pan – 6” Square Foot 608.21 Flatwork – 4” Square Foot 608.22 Flatwork – 6” Square Foot 608.23 Replace Flatwork – 1” Additional Depth Square Foot 608.24 Concrete Pavement – 8” (Joints Sealed) Square Foot 608.25 Alley Approach – 8” Square Foot 608.26 Enhanced Crosswalk – 10” Tile Red Square Foot 608.27 Enhanced Crosswalk – 10” San Diego Buff Square Foot 608.28 Enhanced Crosswalk – 10” Brick Red, Stamped Square Foot Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 158 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 608 & 609 SIDEWALK AND BIKEWAYS & CURB AND GUTTER Project Specifications- Page 43 of 53 608.29 Colored Trail with Fibermesh – 5” Yosemite Brown Square Foot 608.30 Mow Strip – 4” x 12” Lineal Foot 608.31 Splashblock – 4” Exposed Aggregate Square Foot 608.32 Splashblock – 4” San Diego Buff Square Foot 608.33 Median Cover – 4” San Diego Buff Square Foot 608.34 Fibermesh – Added to Any Item – Additional Charge Pounds/Cubic Yard 608.35 24 Hour High Early Concrete Added to Any Item – Additional Charge Cubic Yard 608.36 Stamp Pattern – Added to Any Item – Additional Charge Square Foot 608.37 6” Concrete Bollard Each 608.38 8” Concrete Bollard Each 608.39 Flowable Fill Cubic Yard 608.40 Non-reinforced Concrete Wall – 8” Square Face Foot 608.41 Non-reinforced Concrete Footer – 8” Square Foot 608.42 Concrete Staining/Sealing Square Foot 608.43 Expansion Material Lineal Foot 608.44 Joint Sealant (Pavement) Lineal Foot 608.45 Irrigation Sleeve Lineal Foot 608.46 Dump Fee Ton 608.47 6” Concrete Median Barrier Curb, Placed (Detail FC703 – Section B) Lineal Foot (8” Bar paid under 608.48) 608.48 6” Concrete Median Barrier Curb, Drilled (Detail FC703 – Section C) Each 608.49 Add Domes to Existing Ramp – Remove and Replace Square Foot 608.50 Add Domes to Existing Ramp – Dryset Placement Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals. Removal and replacement shall be paid for separately as specified in these specifications, and as directed by the City Representative. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 159 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 PAVEMENT MARKINGS Project Specifications- Page 44 of 53 Section 630 – CONSTRUCTION ZONE TRAFFIC CONTROL – is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be amended to 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, variable message boards, 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 of Fort Collins criteria shall govern. MATERIALS Subsection 630.02 – Signs and Barricades – is revised to include the following: All traffic control devices shall meet or exceed the required minimum standards set forth in the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD. Traffic control devices shall be clean and in good operating condition when delivered and shall be maintained on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long-hand, 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 – Transportation Management Plan – is revised to include the following: CONTRACTOR RESPONSIBILITY 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 Contractors’ installation, equipment, or employees will be the sole responsibility of the Contractor. The Contractor may be required to use Variable Message Boards to advise road users about upcoming work on Arterial and Collector streets as required by Traffic Operations through the approved traffic control plan. When required, the Engineer/Project Manager will issue direction for the number of boards, general locations for placement, and message verbiage. The typical quantity of Variable Message Boards shall be: Six (6) on Arterial streets, four (4) on Collector streets, none on Residential streets, but may be modified as directed by the Engineer/Project Manager. Variable Message Boards shall be placed a minimum of 5 working days prior to the project start date. If full closures on Arterial and Collector streets are authorized, Variable Message Boards shall remain in place until completion of the project. Lane closures on Arterial and Collector streets shall require message boards to remain in place for two days after starting work. Fully automated Variable Message Boards shall be installed and operate continuously during the afore mentioned durations on Arterial and Collector streets. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 160 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 45 of 53 Two-way traffic shall be maintained at all times unless approved by the Engineer/Project Manager. Lane width shall be maintained at a minimum of ten (10) feet between traffic control devices. The Contractor will provide 24-hour minimum notice to the City of Fort Collins Traffic Department when project operations will be near a signalized intersection. TRAFFIC CONTROL PLAN – GENERAL Hand drawn plans shall NOT be accepted. Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, Traffic Control Supervisor or the Traffic Control Supervisor 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 notifications shall be submitted to the Engineer/Project Manager for review prior to starting the project. Notification letters or door hangers shall include a local phone number which residents with questions may use to contact the Contractor and a link to the City of Fort Collins Street Department web site where citizens may find additional information and project updates at “www.fcgov.com/streets”. Only approved notifications shall be distributed a minimum of 48 hours prior to the commencement of each phase of the Work. Traffic Control Plans shall be submitted for approval prior to commencement of all work. Traffic control conditions vary significantly in the field and the Contractor is responsible for submitting traffic control plans for each work location. Minimum traffic control requirements for Arterial, Collector, and Residential streets are contained herein. Plans shall be specific to the project area showing street names, existing signing and striping conditions at intersections and the location for proposed devices. 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/Project Manager. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). In the event there is a safety issue, the Engineer/Project Manager may issue a “Stop Work Order” until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the “Stop Work Order”. Approved traffic control plans shall be available on site at all times for review and inspection. See Revision of Section 104. TRAFFIC CONTROL PLAN – PROJECT Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted along with the City of Fort Collins Traffic Approval Forms. 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). Hand drawn plans shall NOT be accepted. Typical Traffic Control Plans for work within the right-of-way shall be submitted for approval to the Engineer/Project Manager as follows: Typical submittals for scheduled residential work shall be submitted by 8:00 a.m. two (2) working days prior to commencement of the work. Typical submittals for residential work scheduled on Monday and Tuesday shall be submitted the previous Thursday by 8:00 a.m. Submittals for full closures on residential streets shall be submitted five (5) working days prior to the Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 161 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 46 of 53 commencement of work. Submittals for full closures on Arterial and Collector streets shall be submitted ten (10) working days prior to the commencement of work. All plans shall be delivered to the Engineer/Project Manager, 625 Ninth Street, Fort Collins. Facsimiles of plans shall not be accepted. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work. See Revision of Sections 104 and 105. 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 Area Traffic Control Plan(s) are required, a re-submittal for the area shall be provided for approval. For required closures in a residential (i.e., closure for a cross-pan repair) a separate submittal from the Area Traffic Control Plan shall be provided. The Traffic Control Plan shall include, as a minimum, the following: 1. A traffic control “Approval Form” submittal with each traffic control plan. The “Approval Form” shall be legibly written and filled out completely. 2. 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. 3. 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. 4. Number of flaggers to be used and flagger locations. Flagger locations shall be located where approaching motorists, bicyclists, and pedestrians have sufficient distance to safely stop at the specified point. 5. Parking and access restrictions to be in effect. 6. Detailed pedestrian and bicycle movement. 7. All applicable notes (i.e., sign spacing, taper length and posted speed limit, pedestrian routes, etc.) Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned under this contract. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 162 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 47 of 53 FIGURE 630-1 TYPICAL ARTERIAL TRAFFIC CONTROL PLAN ARTERIAL STREETS - Shall include flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under “Flagging”. Approved Variable Message Boards shall be required for Arterial streets, shall be shown on the drawing, and shall be paid for separately under “Variable Message Board”. Advance Warning Arrow Boards may be requested by the Engineer/Project Manager and shall be paid for separately under “Advance Warning Arrow Board”. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 163 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 48 of 53 FIGURE 630-2 TYPICAL COLLECTOR TRAFFIC CONTROL PLAN COLLECTOR STREETS - Shall include flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under “Flagging”. Approved Variable Message Boards may be required for collector streets and shall be shown on the plans and paid for separately under “Variable Message Board”. Advance Warning Arrow Boards may be requested by the Engineer/Project Manager and shall be paid for separately under “Advance Warning Arrow Board”. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 164 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 49 of 53 FIGURE 630-3 TYPICAL RESIDENTIAL TRAFFIC CONTROL PLAN RESIDENTIAL STREETS - Shall include flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under “Flagging”. Variable Message Boards are typically not required for residential streets. TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be amended to include the following: 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 a current Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification for all personnel assigned to the project(s) shall be provided to the City Traffic Department and the Engineer/Project Manager. 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 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 165 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 50 of 53 traffic control for street and highway construction, available on site at all times. The TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer/Project Manager for approval a minimum of five (5) working days prior to commencement of the work. The TCS shall be required to be on site at all times during construction. It is the intent of the specifications that the TCS be the same throughout the year. The TCS shall be equipped with a cellular phone. Traffic Control Management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, “on call” at all times, and available upon request of the Engineer/Project Manager during non- working hours. A 24 hour telephone number shall be provided to the Engineer/Project Manager. Outside of construction hours, the response time from the Engineer/Project Manager s’ contact 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/Project Manager, 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. TCS duties shall include, but are not limited to: 1. Supervise and direct project flaggers. 2. Prepare, revise, and submit Traffic Control Plans as required. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Transfort, 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 TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. 6. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly and are clean and legible.,and Vertical Panels are placed properly to direct traffic in the right direction 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. 8. Breaking flaggers for short periods of no more than fifteen (15) minutes over a sixty (60) minute period. 9. Set up and removal of traffic control device. 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/Project Manager daily and shall include the following information as a minimum a. Date. b. The time of traffic control inspections. c. Project description and location. d. Traffic Control Supervisor’s name. e. Types and quantities of traffic control devices used per approved MHT. f. List of flaggers used, including start time, stop time and number of flagging hour breaks. g. Traffic control problems (traffic accidents; damaged, missing, or dirty devices, etc.) and corrective action taken. METHOD OF MEASUREMENT Subsection 630.17 is revised to include the following: Quantities to be measured for construction traffic control devices shall be the number of units of the various sizes and descriptions listed below: Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet Size B Signs - 9.01 to 16.00 Square Feet Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 166 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 51 of 53 "NO PARKING" Sign with Stand shall be measured and paid per each per day and shall not be included in the item for Size A Signs. "NO PARKING" Sign with Stand shall consist of a metal sign attached to a device (stand) such as a Vertical Panel or Type I Barricade. The sign material and stand shall be approved by the Engineer/Project Manager. The sign material and stand shall not be measured and paid for separately but shall be included in the Contract Unit Price for "NO PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. “NO PARKING” signs must remain in place until the street is open to traffic. The “NO PARKING” signs shall be in effect for one or two days only. The sign shall be securely fastened so it can be readable at all times. Traffic channelizing devices consisting of vertical panels, cones, Type I, II and III barricades, or drum channelizing devices shall be measured and paid per each per day. Barricade warning lights shall be measured and paid per each per day in addition to the device on which they are mounted when approved by the Engineer/Project Manager. Advance Warning Flashing or Sequencing Arrow Panels and Variable Message Boards shall be measured and paid per each per day. The cost for setting up equipment, modifying equipment, maintaining equipment, and picking up equipment, including "NO PARKING" Sign with Stand, during authorized days shall not be paid for separately when the Contractor is not performing work at the location. Flagging shall be measured and paid per hour. The quantity to be measured for flagging will be the total number of hours that flagging is actually used as authorized. Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be approved by the Engineer/Project Manager. Flagging outside of the construction work hours shall not be paid for under the terms of this contract unless authorized in writing by the Engineer/Project Manager. Flagger stand-by time shall not be paid for under the terms of this contract. The flaggers shall be provided with Stop/Slow paddles, electronic communication devices when required, and personal protective equipment. These devices will not be measured and paid for separately, but shall be included in the work. The Traffic Control Supervisor shall be measured and paid per day or per hour as follows: Traffic Control Supervisor hourly rate shall be measured and paid when work is for an authorized day and work hours are less than ten (10) hours in one day. Traffic Control Supervisor daily rate shall be measured and paid when the Traffic Control Supervisor has a total of ten (10) hours or more in an authorized day. The number of Traffic Control Supervisors shall be approved by the Engineer/Project Manager prior to each day’s work. An authorized day shall be any day, or portion there as authorized by the Engineer/Project Manager, that construction operation would require a Traffic Control Supervisor. On call and project inspections on all other days will not be measured and paid for separately but shall be included in the work. The Traffic Control Supervisors (TCS) shall only be paid for days the Contractor is working or as directed by the Engineer/Project Manager. On weekends and other days the Contractor is not working, the TCS shall perform job site checks to ensure the condition of the job site is acceptable. Time spent maintaining signs on the weekends, holidays, bad Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 167 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 52 of 53 weather days, and other days the Contractor does not work shall not be measured and paid for separately. Time spent setting up equipment, modifying equipment, maintaining equipment, and picking up equipment shall be included in the unit price. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered a subsidiary obligation of the Work. Sandbags and Cones used to delineate sign locations shall 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 MUTCD, if approved; however, payment will be made for the typical panel size. The City shall not be responsible for any losses or damage due to theft or vandalism. Specialty signs shall include the initial cost of manufacturing only. The use of the Specialty Sign shall be measured and paid for under the appropriate line item for Size A or Size B signs. This item shall apply to new signs only. Once manufactured, they may be used throughout the project and shall be paid under Size A or Size B at the daily rate. Upon completion of the work, the Specialty Signs shall be returned to the Contractor. In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic control shall not be paid for under the terms of this contract. The cost for advance warning "NO PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms of this contract unless authorized by the Engineer/Project Manager. The Owner may deduct from compensation due the Contractor $10.00 per day for all traffic control devices which are not removed from the site immediately upon completion of the work or as directed by the Engineer/Project Manager. “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 BASIS OF PAYMENT Subsection 630.18 is revised to include the following: Payment shall be made under: Pay Item Unit 630.01 "NO PARKING" Sign with Stand Per Each Per Day 630.02 Vertical Panel without Light Per Each Per Day 630.03 Channelizing Drum without Light Per Each Per Day 630.04 Type I/II Barricade without Light Per Each Per Day 630.05 Type III Barricade without Light Per Each Per Day 630.06 Size A Sign with Stand Per Each Per Day 630.07 Size B Sign with Stand Per Each Per Day 630.08 Size A Specialty Sign - Cost of Manufacturing Each 630.09 Size B Specialty Sign - Cost of Manufacturing Each Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 168 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications- Page 53 of 53 630.10 Cone with Reflective Strip Per Each Per Day 630.11 Safety Fence Per Roll 630.12 Light Per Each Per Day 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Each Per Day 630.14 Variable Message Board Per Each Per Day 630.15 Traffic Control Supervisor Per Day 630.16 Traffic Control Supervisor Hour 630.17 Flagging Hour The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, work area traffic control plan fees (including applicable daily lane rental fees) and incidentals, and for doing all the work involved in setup/removal/modification, notifications and delivery for Construction Zone Traffic Control as directed by the Engineer/Project Manager. SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: cross street traffic shall be maintained at all times unless authorized by the engineer/Project Manager in writing. NOTE: full closures on arterial and collector streets shall be allowed under extreme circumstances and only upon approval of the engineer/Project Manager. plans shall be approved a minimum of two (2) weeks prior to the commencement of work and/or the time required to adequately notify the public through the media. NOTE: construction or repair work will not be permitted at or in the vicinity of a signalized intersection or any arterial and collector streets that have major traffic volumes between the hours of 7:00 a.m. to 8:30 am 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 arterial and collector streets between the hours of 7:00 a.m. to 6: 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/Project Manager shall authorize such work and specify the required distance from the intersection. NOTE: time restrictions on S.H. 287 and HWY 14 (College Avenue and Mulberry Street east of Lemay Avenue) shall typically be restricted from 9:00 am to 3:00 p.m. 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/Project Manager. Special conditions for work on residential streets NOTE: full closures on all residential streets shall be allowed as shown on the traffic control plans. END OF SECTION Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 169 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SECTION 03000 DETAILS Silt Fence (SF) Sediment Control Log Straw Bale Barrier (SBB) Rock Sock (RS) Inlet Protection SC-1 SC-2 SC-3 SC-5 SC-6 Vehicle Tracking Control (VTC) Concrete Washout Area (CWA) Rolled Erosion Control Products (RECP) SM-4 MM-1 EC-6 Curb and Gutter Curb and Gutter/Sidewalk 701 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) FC703 Standard Driveway Approach (I & II) FC706 Standard Driveway Approach (III & IV) FC707.1 & FC707.2 Street Intersection Crosspan 708 Curb Inlet 4’ Opening – Vertical Curb & Gutter D-7a, 7b Curb Inlet 4’ Opening – Driveover Curb & Gutter D-8a, 8b Metal Sidewalk Culvert for Vert. Curb and Gutter and Sidewalk D-10 Metal Sidewalk Culvert for Vert. Curb and Gutter and Detached Sidewalk D-10B Metal Culvert For Drive-Over Curb, Gutter and Sidewalk D-11 Curb Inlet Type R M-604-12 Concrete Sidewalk Culvert Area Inlet Modified Type 13 Inlet Catch Basin Alley Intersections Standard Manhole Cover Standard Sidewalk Sidewalk Detail Access Ramp Details Detached Walk/Intersection Detail Detached Walk/Intersection Detail Pedestrian Ramp Detail Residential Local Street Access Ramps Truncated Dome Warning for Access Ramps Median Islands and Pedestrian Refuge Area Sidewalk Widening Details D-12,13 D-9a 13-A N/A 803 1201 1601 FC1602 FC1603 1604 1605 FC1606 1606 a 1607 1608 2501 Concrete Pavement Joints M-412-1 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 170 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Silt Fence (SF) SC-1 \ Description A silt fence is a woven geotextile fabric attached to wooden posts and trenched into the ground. It is designed as a sediment barrier to intercept sheet flow runoff from disturbed areas. Appropriate Uses A silt fence can be used where runoff is conveyed from a disturbed area as sheet flow. Silt fence is not designed to receive concentrated flow or to be used as a filter fabric. Typical uses include:  Down slope of a disturbed area to accept sheet flow.  Along the perimeter of a receiving water such as a stream, pond or wetland.  At the perimeter of a construction site. Design and Installation Photograph SF-1. Silt fence creates a sediment barrier, forcing sheet flow runoff to evaporate or infiltrate. Silt fence should be installed along the contour of slopes so that it intercepts sheet flow. The maximum recommended tributary drainage area per 100 lineal feet of silt fence, installed along the contour, is approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. Longer and steeper slopes require additional measures. This recommendation only applies to silt fence installed along the contour. Silt fence installed for other uses, such as perimeter control, should be installed in a way that will not produce concentrated flows. For example, a "J-hook" installation may be appropriate to force runoff to pond and evaporate or infiltrate in multiple areas rather than concentrate and cause erosive conditions parallel to the silt fence. See Detail SF-1 for proper silt fence installation, which involves proper trenching, staking, securing the fabric to the stakes, and backfilling the silt fence. Properly installed silt fence should not be easily pulled out by hand and there should be no gaps between the ground and the fabric. Silt fence must meet the minimum allowable strength requirements, depth of installation requirement, and other specifications in the design details. Improper installation of silt fence is a common reason for silt fence failure; however, when properly installed and used for the appropriate purposes, it can be highly effective. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SF-1 Silt Fence Functions Erosion Control No Sediment Control Yes Site/Material Management No Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 171 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-1 Silt Fence (SF) Maintenance and Removal Inspection of silt fence includes observing the material for tears or holes and checking for slumping fence and undercut areas bypassing flows. Repair of silt fence typically involves replacing the damaged section with a new section. Sediment accumulated behind silt fence should be removed, as needed to maintain BMP effectiveness, typically before it reaches a depth of 6 inches. Silt fence may be removed when the upstream area has reached final stabilization. Photograph SF-2. When silt fence is not installed along the contour, a "J-hook" installation may be appropriate to ensure that the BMP does not create concentrated flow parallel to the silt fence. Photo courtesy of Tom Gore. SF-2 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 November 2010 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 172 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Silt Fence (SF) SC-1 November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SF-3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 173 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-1 Silt Fence (SF) SF-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 174 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Sediment Control Log (SCL) SC-2 Description A sediment control log is a linear roll made of natural materials such as straw, coconut fiber, or compost. The most common type of sediment control log has straw filling and is often referred to as a "straw wattle." All sediment control logs are used as a sediment barrier to intercept sheet flow runoff from disturbed areas. Appropriate Uses Sediment control logs can be used in the following applications to trap sediment:  As perimeter control for stockpiles and the site.  As part of inlet protection designs.  As check dams in small drainage ditches. (Sediment control logs are not intended for use in channels with high flow velocities.)  On disturbed slopes to shorten flow lengths (as an erosion control). Photographs SCL-1 and SCL-2. Sediment control logs used as 1) a perimeter control around a soil stockpile; and, 2) as a "J-hook" perimeter control at the corner of a construction site.  As part of multi-layered perimeter control along a receiving water such as a stream, pond or wetland. Sediment control logs work well in combination with other layers of erosion and sediment controls. Design and Installation Sediment control logs should be installed along the contour to avoid concentrating flows. The maximum allowable tributary drainage area per 100 lineal feet of sediment control log, installed along the contour, is approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. Longer and steeper slopes require additional measures. This recommendation only applies to sediment control logs installed along the contour. When installed for other uses, such as perimeter control, it should be installed in a way that will not produce concentrated flows. For example, a "J-hook" installation may be appropriate to force runoff to pond and evaporate or infiltrate in multiple areas rather than concentrate and cause erosive conditions parallel to the BMP. November 2015 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SCL-1 Sediment Control Log Functions Erosion Control Moderate Sediment Control Yes Site/Material Management No Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 175 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-2 Sediment Control Log (SCL) Although sediment control logs initially allow runoff to flow through the BMP, they can quickly become a barrier and should be installed as if they are impermeable. Design details and notes for sediment control logs are provided in the following details. Sediment logs must be properly installed per the detail to prevent undercutting, bypassing and displacement. When installed on slopes, sediment control logs should be installed along the contours (i.e., perpendicular to flow). Improper installation can lead to poor performance. Be sure that sediment control logs are properly trenched (if lighter than 8 lb/foot), anchored and tightly jointed. Maintenance and Removal Be aware that sediment control logs will eventually degrade. Remove accumulated sediment before the depth is one-half the height of the sediment log and repair damage to the sediment log, typically by replacing the damaged section. Once the upstream area is stabilized, remove and properly dispose of the logs. Areas disturbed beneath the logs may need to be seeded and mulched. Sediment control logs that are biodegradable may occasionally be left in place (e.g., when logs are used in conjunction with erosion control blankets as permanent slope breaks). However, removal of sediment control logs after final stabilization is typically appropriate when used in perimeter control, inlet protection and check dam applications. Compost from compost sediment control logs may be spread over the area and seeded as long as this does not cover newly established vegetation. SCL-2 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 November 2015 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 176 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Sediment Control Log (SCL) SC-2 November 2015 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SCL-3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 177 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-2 Sediment Control Log (SCL) SCL-4 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 November 2015 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 178 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Sediment Control Log (SCL) SC-2 November 2015 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SCL-5 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 179 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-2 Sediment Control Log (SCL) SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 180 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Straw Bale Barrier (SBB) SC-3 Description A straw bale barrier is a linear wall of straw bales designed to intercept sheet flow and trap sediment before runoff exits a disturbed area. Appropriate Uses Appropriate uses of properly installed straw bale barriers may include:  As a perimeter control for a site or soil stockpile.  As a sediment control at the toe of an erodible slope.  Along the edge of a stream or drainage Photograph SBB-1. Straw bale barrier used for perimeter control. Photo courtesy of Tom Gore. pathway to reduce sediment laden runoff from entering the waterway.  As part of an inlet protection design in sump conditions (See Inlet Protection BMP). Do not use straw bale barriers in areas of concentrated flow or in areas where ponding is not desirable. Straw bales tend to degrade quickly, so they should generally not be used in areas where longer term disturbance is expected. Due to a history of inappropriate placement, poor installation, and short effective lifespan, the use of straw bales is discouraged or prohibited by some communities. Design and Installation The maximum recommended tributary drainage area per 100 lineal feet of straw bale barrier is 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1; longer and steeper slopes require additional measures. Design details with notes are provided in Detail SBB-1. To be effective, bales must be installed in accordance with the design details with proper trenching, staking, and binding. Jute and cotton string must not be used to bind the straw bale. The bales should be certified weed-free prior to use. Maintenance and Removal Check bales for rotting and replace as necessary. Straw bales degrade, and rotting bales require replacement on a regular basis (as often as every three months) depending on environmental conditions. Check for undercutting, bypassed flows, and displacement. Repair by properly re-installing the straw bale barrier and repairing washouts around the bales. Remove sediment accumulated behind the bale when it reaches one-quarter of the bale height. Remove and properly dispose of the straw bale once the upstream area has been stabilized. Areas of disturbance beneath the bale should be seeded and mulched when the bale is removed. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SBB-1 Straw Bale Barrier Functions Erosion Control No Sediment Control Moderate Site/Material Management No Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 181 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-3 Straw Bale Barrier (SBB) SBB-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 182 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Straw Bale Barrier (SBB) SC-3 November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SBB-3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 183 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Rock Sock (RS) SC-5 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 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. 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. November 2010 Urban Drainage and Flood Control District RS-1 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock Functions Erosion Control No Sediment Control Yes Site/Material Management No Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 184 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-5 Rock Sock (RS) RS-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 185 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Rock Sock (RS) SC-5 November 2010 Urban Drainage and Flood Control District RS-3 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 186 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Inlet Protection (IP) SC-6 Description Inlet protection consists of permeable barriers installed around an inlet to filter runoff and remove sediment prior to entering a storm drain inlet. Inlet protection can be constructed from rock socks, sediment control logs, silt fence, block and rock socks, or other materials approved by the local jurisdiction. Area inlets can also be protected by over-excavating around the inlet to form a sediment trap. Appropriate Uses Install protection at storm sewer inlets that are operable during construction. Consider the potential for tracked-out Photograph IP-1. Inlet protection for a curb opening inlet. sediment or temporary stockpile areas to contribute sediment to inlets when determining which inlets must be protected. This may include inlets in the general proximity of the construction area, not limited to downgradient inlets. Inlet protection is not a stand-alone BMP and should be used in conjunction with other upgradient BMPs. Design and Installation To function effectively, inlet protection measures must be installed to ensure that flows do not bypass the inlet protection and enter the storm drain without treatment. However, designs must also enable the inlet to function without completely blocking flows into the inlet in a manner that causes localized flooding. When selecting the type of inlet protection, consider factors such as type of inlet (e.g., curb or area, sump or on-grade conditions), traffic, anticipated flows, ability to secure the BMP properly, safety and other site-specific conditions. For example, block and rock socks will be better suited to a curb and gutter along a roadway, as opposed to silt fence or sediment control logs, which cannot be properly secured in a curb and gutter setting, but are effective area inlet protection measures. Several inlet protection designs are provided in the Design Details. Additionally, a variety of proprietary products are available for inlet protection that may be approved for use by local governments. If proprietary products are used, design details and installation procedures from the manufacturer must be followed. Regardless of the type of inlet protection selected, inlet protection is most effective when combined with other BMPs such as curb socks and check dams. Inlet protection is often the last barrier before runoff enters the storm sewer or receiving water. Design details with notes are provided for these forms of inlet protection: IP-1. Block and Rock Sock Inlet Protection for Sump or On-grade Inlets IP-2. Curb (Rock) Socks Upstream of Inlet Protection, On-grade Inlets August 2013 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 IP-1 Inlet Protection (various forms) Functions Erosion Control No Sediment Control Yes Site/Material Management No Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 187 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-6 Inlet Protection (IP) IP-3. Rock Sock Inlet Protection for Sump/Area Inlet IP-4. Silt Fence Inlet Protection for Sump/Area Inlet IP-5. Over-excavation Inlet Protection IP-6. Straw Bale Inlet Protection for Sump/Area Inlet CIP-1. Culvert Inlet Protection Propriety inlet protection devices should be installed in accordance with manufacturer specifications. More information is provided below on selecting inlet protection for sump and on-grade locations. Inlets Located in a Sump When applying inlet protection in sump conditions, it is important that the inlet continue to function during larger runoff events. For curb inlets, the maximum height of the protective barrier should be lower than the top of the curb opening to allow overflow into the inlet during larger storms without excessive localized flooding. If the inlet protection height is greater than the curb elevation, particularly if the filter becomes clogged with sediment, runoff will not enter the inlet and may bypass it, possibly causing localized flooding, public safety issues, and downstream erosion and damage from bypassed flows. Area inlets located in a sump setting can be protected through the use of silt fence, concrete block and rock socks (on paved surfaces), sediment control logs/straw wattles embedded in the adjacent soil and stacked around the area inlet (on pervious surfaces), over-excavation around the inlet, and proprietary products providing equivalent functions. Inlets Located on a Slope For curb and gutter inlets on paved sloping streets, block and rock sock inlet protection is recommended in conjunction with curb socks in the gutter leading to the inlet. For inlets located along unpaved roads, also see the Check Dam Fact Sheet. Maintenance and Removal Inspect inlet protection frequently. Inspection and maintenance guidance includes:  Inspect for tears that can result in sediment directly entering the inlet, as well as result in the contents of the BMP (e.g., gravel) washing into the inlet.  Check for improper installation resulting in untreated flows bypassing the BMP and directly entering the inlet or bypassing to an unprotected downstream inlet. For example, silt fence that has not been properly trenched around the inlet can result in flows under the silt fence and directly into the inlet.  Look for displaced BMPs that are no longer protecting the inlet. Displacement may occur following larger storm events that wash away or reposition the inlet protection. Traffic or equipment may also crush or displace the BMP.  Monitor sediment accumulation upgradient of the inlet protection. IP-2 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 August 2013 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 188 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Inlet Protection (IP) SC-6  Remove sediment accumulation from the area upstream of the inlet protection, as needed to maintain BMP effectiveness, typically when it reaches no more than half the storage capacity of the inlet protection. For silt fence, remove sediment when it accumulates to a depth of no more than 6 inches. Remove sediment accumulation from the area upstream of the inlet protection as needed to maintain the functionality of the BMP.  Propriety inlet protection devices should be inspected and maintained in accordance with manufacturer specifications. If proprietary inlet insert devices are used, sediment should be removed in a timely manner to prevent devices from breaking and spilling sediment into the storm drain. Inlet protection must be removed and properly disposed of when the drainage area for the inlet has reached final stabilization. August 2013 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 IP-3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 189 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-6 Inlet Protection (IP) IP-4 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 August 2013 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 190 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Inlet Protection (IP) SC-6 August 2013 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 IP-5 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 191 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-6 Inlet Protection (IP) IP-6 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 August 2013 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 192 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Inlet Protection (IP) SC-6 August 2013 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 IP-7 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 193 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SC-6 Inlet Protection (IP) IP-8 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 August 2013 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 194 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Vehicle Tracking Control (VTC) SM-4 November 2010 Urban Drainage and Flood Control District VTC-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph VTC-1. A vehicle tracking control pad constructed with properly sized rock reduces off-site sediment tracking. Description Vehicle tracking controls provide stabilized construction site access where vehicles exit the site onto paved public roads. An effective vehicle tracking control helps remove sediment (mud or dirt) from vehicles, reducing tracking onto the paved surface. Appropriate Uses Implement a stabilized construction entrance or vehicle tracking control where frequent heavy vehicle traffic exits the construction site onto a paved roadway. An effective vehicle tracking control is particularly important during the following conditions:  Wet weather periods when mud is easily tracked off site.  During dry weather periods where dust is a concern.  When poorly drained, clayey soils are present on site. Although wheel washes are not required in designs of vehicle tracking controls, they may be needed at particularly muddy sites. Design and Installation Construct the vehicle tracking control on a level surface. Where feasible, grade the tracking control towards the construction site to reduce off-site runoff. Place signage, as needed, to direct construction vehicles to the designated exit through the vehicle tracking control. There are several different types of stabilized construction entrances including: VTC-1. Aggregate Vehicle Tracking Control. This is a coarse-aggregate surfaced pad underlain by a geotextile. This is the most common vehicle tracking control, and when properly maintained can be effective at removing sediment from vehicle tires. VTC-2. Vehicle Tracking Control with Construction Mat or Turf Reinforcement Mat. This type of control may be appropriate for site access at very small construction sites with low traffic volume over vegetated areas. Although this application does not typically remove sediment from vehicles, it helps protect existing vegetation and provides a stabilized entrance. Vehicle Tracking Control Functions Erosion Control Moderate Sediment Control Yes Site/Material Management Yes Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 195 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SM-4 Vehicle Tracking Control (VTC) VTC-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Photograph VTC-2. A vehicle tracking control pad with wheel wash facility. Photo courtesy of Tom Gore. VTC-3. Stabilized Construction Entrance/Exit with Wheel Wash. This is an aggregate pad, similar to VTC-1, but includes equipment for tire washing. The wheel wash equipment may be as simple as hand-held power washing equipment to more advance proprietary systems. When a wheel wash is provided, it is important to direct wash water to a sediment trap prior to discharge from the site. Vehicle tracking controls are sometimes installed in combination with a sediment trap to treat runoff. Maintenance and Removal Inspect the area for degradation and replace aggregate or material used for a stabilized entrance/exit as needed. If the area becomes clogged and ponds water, remove and dispose of excess sediment or replace material with a fresh layer of aggregate as necessary. With aggregate vehicle tracking controls, ensure rock and debris from this area do not enter the public right-of-way. Remove sediment that is tracked onto the public right of way daily or more frequently as needed. Excess sediment in the roadway indicates that the stabilized construction entrance needs maintenance. Ensure that drainage ditches at the entrance/exit area remain clear. A stabilized entrance should be removed only when there is no longer the potential for vehicle tracking to occur. This is typically after the site has been stabilized. When wheel wash equipment is used, be sure that the wash water is discharged to a sediment trap prior to discharge. Also inspect channels conveying the water from the wash area to the sediment trap and stabilize areas that may be eroding. When a construction entrance/exit is removed, excess sediment from the aggregate should be removed and disposed of appropriately. The entrance should be promptly stabilized with a permanent surface following removal, typically by paving. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 196 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Vehicle Tracking Control (VTC) SM-4 November 2010 Urban Drainage and Flood Control District VTC-3 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 197 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SM-4 Vehicle Tracking Control (VTC) VTC-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 198 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Vehicle Tracking Control (VTC) SM-4 November 2010 Urban Drainage and Flood Control District VTC-5 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 199 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B SM-4 Vehicle Tracking Control (VTC) VTC-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 200 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Concrete Washout Area (CWA) MM-1 November 2010 Urban Drainage and Flood Control District CWA-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph CWA-1. Example of concrete washout area. Note gravel tracking pad for access and sign. Description Concrete waste management involves designating and properly managing a specific area of the construction site as a concrete washout area. A concrete washout area can be created using one of several approaches designed to receive wash water from washing of tools and concrete mixer chutes, liquid concrete waste from dump trucks, mobile batch mixers, or pump trucks. Three basic approaches are available: excavation of a pit in the ground, use of an above ground storage area, or use of prefabricated haul- away concrete washout containers. Surface discharges of concrete washout water from construction sites are prohibited. Appropriate Uses Concrete washout areas must be designated on all sites that will generate concrete wash water or liquid concrete waste from onsite concrete mixing or concrete delivery. Because pH is a pollutant of concern for washout activities, when unlined pits are used for concrete washout, the soil must have adequate buffering capacity to result in protection of state groundwater standards; otherwise, a liner/containment must be used. The following management practices are recommended to prevent an impact from unlined pits to groundwater:  The use of the washout site should be temporary (less than 1 year), and  The washout site should be not be located in an area where shallow groundwater may be present, such as near natural drainages, springs, or wetlands. Design and Installation Concrete washout activities must be conducted in a manner that does not contribute pollutants to surface waters or stormwater runoff. Concrete washout areas may be lined or unlined excavated pits in the ground, commercially manufactured prefabricated washout containers, or aboveground holding areas constructed of berms, sandbags or straw bales with a plastic liner. Although unlined washout areas may be used, lined pits may be required to protect groundwater under certain conditions. Do not locate an unlined washout area within 400 feet of any natural drainage pathway or waterbody or within 1,000 feet of any wells or drinking water sources. Even for lined concrete washouts, it is advisable to locate the facility away from waterbodies and drainage paths. If site constraints make these Concrete Washout Area Functions Erosion Control No Sediment Control No Site/Material Management Yes Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 201 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B MM-1 Concrete Washout Area (CWA) CWA-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 setbacks infeasible or if highly permeable soils exist in the area, then the pit must be installed with an impermeable liner (16 mil minimum thickness) or surface storage alternatives using prefabricated concrete washout devices or a lined aboveground storage area should be used. Design details with notes are provided in Detail CWA-1 for pits and CWA-2 for aboveground storage areas. Pre-fabricated concrete washout container information can be obtained from vendors. Maintenance and Removal A key consideration for concrete washout areas is to ensure that adequate signage is in place identifying the location of the washout area. Part of inspecting and maintaining washout areas is ensuring that adequate signage is provided and in good repair and that the washout area is being used, as opposed to washout in non-designated areas of the site. Remove concrete waste in the washout area, as needed to maintain BMP function (typically when filled to about two-thirds of its capacity). Collect concrete waste and deliver offsite to a designated disposal location. Upon termination of use of the washout site, accumulated solid waste, including concrete waste and any contaminated soils, must be removed from the site to prevent on-site disposal of solid waste. If the wash water is allowed to evaporate and the concrete hardens, it may be recycled. Photograph CWA-3. Earthen concrete washout. Photo courtesy of CDOT. Photograph CWA-2. Prefabricated concrete washout. Photo courtesy of CDOT. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 202 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Concrete Washout Area (CWA) MM-1 November 2010 Urban Drainage and Flood Control District CWA-3 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 203 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B MM-1 Concrete Washout Area (CWA) CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 204 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-1 Urban Storm Drainage Criteria Manual Volume 3 Photograph RECP-1. Erosion control blanket protecting the slope from erosion and providing favorable conditions for revegetation. Description Rolled Erosion Control Products (RECPs) include a variety of temporary or permanently installed manufactured products designed to control erosion and enhance vegetation establishment and survivability, particularly on slopes and in channels. For applications where natural vegetation alone will provide sufficient permanent erosion protection, temporary products such as netting, open weave textiles and a variety of erosion control blankets (ECBs) made of biodegradable natural materials (e.g., straw, coconut fiber) can be used. For applications where natural vegetation alone will not be sustainable under expected flow conditions, permanent rolled erosion control products such as turf reinforcement mats (TRMs) can be used. In particular, turf reinforcement mats are designed for discharges that exert velocities and sheer stresses that exceed the typical limits of mature natural vegetation. Appropriate Uses RECPs can be used to control erosion in conjunction with revegetation efforts, providing seedbed protection from wind and water erosion. These products are often used on disturbed areas on steep slopes, in areas with highly erosive soils, or as part of drainageway stabilization. In order to select the appropriate RECP for site conditions, it is important to have a general understanding of the general types of these products, their expected longevity, and general characteristics. The Erosion Control Technology Council (ECTC 2005) characterizes rolled erosion control products according to these categories:  Mulch control netting: A planar woven natural fiber or extruded geosynthetic mesh used as a temporary degradable rolled erosion control product to anchor loose fiber mulches.  Open weave textile: A temporary degradable rolled erosion control product composed of processed natural or polymer yarns woven into a matrix, used to provide erosion control and facilitate vegetation establishment.  Erosion control blanket (ECB): A temporary degradable rolled erosion control product composed of processed natural or polymer fibers which are mechanically, structurally or chemically bound together to form a continuous matrix to provide erosion control and facilitate vegetation establishment. ECBs can be further differentiated into rapidly degrading single-net and double-net types or slowly degrading types. Rolled Erosion Control Products Functions Erosion Control Yes Sediment Control No Site/Material Management No Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 205 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EC-6 Rolled Erosion Control Products (RECP) RECP-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3  Turf Reinforcement Mat (TRM): A rolled erosion control product composed of non-degradable synthetic fibers, filaments, nets, wire mesh, and/or other elements, processed into a permanent, three- dimensional matrix of sufficient thickness. TRMs, which may be supplemented with degradable components, are designed to impart immediate erosion protection, enhance vegetation establishment and provide long-term functionality by permanently reinforcing vegetation during and after maturation. Note: TRMs are typically used in hydraulic applications, such as high flow ditches and channels, steep slopes, stream banks, and shorelines, where erosive forces may exceed the limits of natural, unreinforced vegetation or in areas where limited vegetation establishment is anticipated. Tables RECP-1 and RECP-2 provide guidelines for selecting rolled erosion control products appropriate to site conditions and desired longevity. Table RECP-1 is for conditions where natural vegetation alone will provide permanent erosion control, whereas Table RECP-2 is for conditions where vegetation alone will not be adequately stable to provide long-term erosion protection due to flow or other conditions. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 206 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-3 Urban Storm Drainage Criteria Manual Volume 3 Table RECP-1. ECTC Standard Specification for Temporary Rolled Erosion Control Products (Adapted from Erosion Control Technology Council 2005) Product Description Slope Applications* Channel Applications* Minimum Tensile Strength1 Expected Longevity Maximum Gradient C Factor2,5 Max. Shear Stress3,4,6 Mulch Control Nets 5:1 (H:V) ≤0.10 @ 5:1 0.25 lbs/ft2 (12 Pa) 5 lbs/ft (0.073 kN/m) Up to 12 months Netless Rolled Erosion Control Blankets 4:1 (H:V) ≤0.10 @ 4:1 0.5 lbs/ft2 (24 Pa) 5 lbs/ft (0.073 kN/m) Single-net Erosion Control Blankets & Open Weave Textiles 3:1 (H:V) ≤0.15 @ 3:1 1.5 lbs/ft2 (72 Pa) 50 lbs/ft (0.73 kN/m) Double-net Erosion Control Blankets 2:1 (H:V) ≤0.20 @ 2:1 1.75 lbs/ft2 (84 Pa) 75 lbs/ft (1.09 kN/m) Mulch Control Nets 5:1 (H:V) ≤0.10 @ 5:1 0.25 lbs/ft2 (12 Pa) 25 lbs/ft (0.36 kN/m) 24 months Erosion Control Blankets & Open Weave Textiles (slowly degrading) 1.5:1 (H:V) ≤0.25 @ 1.5:1 2.00 lbs/ft2 (96 Pa) 100 lbs/ft (1.45 kN/m) 24 months Erosion Control Blankets & Open Weave Textiles 1:1 (H:V) ≤0.25 @ 1:1 2.25 lbs/ft2 (108 Pa) 125 lbs/ft (1.82 kN/m) 36 months * C Factor and shear stress for mulch control nettings must be obtained with netting used in conjunction with pre-applied mulch material. (See Section 5.3 of Chapter 7 Construction BMPs for more information on the C Factor.) 1 Minimum Average Roll Values, Machine direction using ECTC Mod. ASTM D 5035. 2 C Factor calculated as ratio of soil loss from RECP protected slope (tested at specified or greater gradient, H:V) to ratio of soil loss from unprotected (control) plot in large-scale testing. 3 Required minimum shear stress RECP (unvegetated) can sustain without physical damage or excess erosion (> 12.7 mm (0.5 in) soil loss) during a 30-minute flow event in large-scale testing. 4 The permissible shear stress levels established for each performance category are based on historical experience with products characterized by Manning's roughness coefficients in the range of 0.01 - 0.05. 5 Acceptable large-scale test methods may include ASTM D 6459, or other independent testing deemed acceptable by the engineer. 6 Per the engineer’s discretion. Recommended acceptable large-scale testing protocol may include ASTM D 6460, or other independent testing deemed acceptable by the engineer. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 207 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EC-6 Rolled Erosion Control Products (RECP) RECP-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Table RECP-2. ECTC Standard Specification for Permanent1 Rolled Erosion Control Products (Adapted from: Erosion Control Technology Council 2005) Product Type Slope Applications Channel Applications TRMs with a minimum thickness of 0.25 inches (6.35 mm) per ASTM D 6525 and UV stability of 80% per ASTM D 4355 (500 hours exposure). Maximum Gradient Maximum Shear Stress4,5 Minimum Tensile Strength2,3 0.5:1 (H:V) 6.0 lbs/ft2 (288 Pa) 125 lbs/ft (1.82 kN/m) 0.5:1 (H:V) 8.0 lbs/ft2 (384 Pa) 150 lbs/ft (2.19 kN/m) 0.5:1 (H:V) 10.0 lbs/ft2 (480 Pa) 175 lbs/ft (2.55 kN/m) 1 For TRMs containing degradable components, all property values must be obtained on the non- degradable portion of the matting alone. 2 Minimum Average Roll Values, machine direction only for tensile strength determination using ASTM D 6818 (Supersedes Mod. ASTM D 5035 for RECPs) 3 Field conditions with high loading and/or high survivability requirements may warrant the use of a TRM with a tensile strength of 44 kN/m (3,000 lb/ft) or greater. 4 Required minimum shear stress TRM (fully vegetated) can sustain without physical damage or excess erosion (> 12.7 mm (0.5 in.) soil loss) during a 30-minute flow event in large scale testing. 5 Acceptable large-scale testing protocols may include ASTM D 6460, or other independent testing deemed acceptable by the engineer. Design and Installation RECPs should be installed according to manufacturer’s specifications and guidelines. Regardless of the type of product used, it is important to ensure no gaps or voids exist under the material and that all corners of the material are secured using stakes and trenching. Continuous contact between the product and the soil is necessary to avoid failure. Never use metal stakes to secure temporary erosion control products. Often wooden stakes are used to anchor RECPs; however, wood stakes may present installation and maintenance challenges and generally take a long time to biodegrade. Some local jurisdictions have had favorable experiences using biodegradable stakes. This BMP Fact Sheet provides design details for several commonly used ECB applications, including: ECB-1 Pipe Outlet to Drainageway ECB-2 Small Ditch or Drainageway ECB-3 Outside of Drainageway Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 208 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-5 Urban Storm Drainage Criteria Manual Volume 3 Staking patterns are also provided in the design details according to these factors:  ECB type  Slope or channel type For other types of RECPs including TRMs, these design details are intended to serve as general guidelines for design and installation; however, engineers should adhere to manufacturer’s installation recommendations. Maintenance and Removal Inspection of erosion control blankets and other RECPs includes:  Check for general signs of erosion, including voids beneath the mat. If voids are apparent, fill the void with suitable soil and replace the erosion control blanket, following the appropriate staking pattern.  Check for damaged or loose stakes and secure loose portions of the blanket. Erosion control blankets and other RECPs that are biodegradable typically do not need to be removed after construction. If they must be removed, then an alternate soil stabilization method should be installed promptly following removal. Turf reinforcement mats, although generally resistant to biodegradation, are typically left in place as a dense vegetated cover grows in through the mat matrix. The turf reinforcement mat provides long-term stability and helps the established vegetation resist erosive forces. Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 209 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EC-6 Rolled Erosion Control Products (RECP) RECP-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 210 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-7 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 211 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B EC-6 Rolled Erosion Control Products (RECP) RECP-8 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 212 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Rolled Erosion Control Products (RECP) EC-6 November 2010 Urban Drainage and Flood Control District RECP-9 Urban Storm Drainage Criteria Manual Volume 3 Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 213 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 2'-6" 6" 1 1 /2"R. 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CURB, GUTTER AND SIDEWALK i------------4.43 FT .. ------------i ,_._ __ 1.18 FT . .58 FT.--------2.67 FT.------i . 30 FT. . .II I> .. .,I· . -I> .II .II .11 1>· 6 IN. ·l> .II I> .. .II COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE -FOR REPLACEMENT ONLY) T CURB, GUTTER AND SIDEWALK DETAILS CITY OF FORT COLLINS UTILITIES STORMWATER CONSTRUCTION DETAILS AP PROVED: DETAIL 1-D_A_TE_: _1 _1 /_1_3/_o_o __ ---l D _ 6DRAWN BY: NBJ CitJ of Fort Collllll 4 IN. MIN .11 1>· 6 IN. _L T Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 216 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 217 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 218 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 219 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 220 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 221 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 222 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 223 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 224 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 225 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 226 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 227 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 228 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 229 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 230 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 231 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 232 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 233 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 234 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 235 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 236 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 237 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 238 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 239 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 240 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 241 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 242 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 243 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 244 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 245 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 246 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 247 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 248 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 249 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 250 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 251 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B Services Agreement – Construction Work Order Type - Utilities BID 9716 Utilities Miscellaneous Concrete Page 252 of 252 DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B 2/24/2023 Leavitt Group of Colorado 227 Main Street Fort Morgan CO 80701 Deb Hoffman (970)867-8246 (970)867-4408 deb-hoffman@leavitt.com Burnt Mountain Services LLC PO Box 55 Lucerne CO 80646 National American Insurance Company 23663 Pinnacol Assurance 41190 Scottsdale Insurance Company 41297 A C X X X Underground Resources & Equ X Blowout & Cratering X X Contractors Pollution OP01290105 2/25/2023 2/25/2024 ENS0007921 2/25/2022 3/25/2023 1,000,000 50,000 10,000 1,000,000 2,000,000 2,000,000 Contractors Pollution 5,000,000 A X X X OP01290105 2/25/2023 2/25/2024 1,000,000 A X X OU76260105 2/25/2023 2/25/2024 5,000,000 5,000,000 B Y 4222167 3/1/2023 3/1/2024 X 1,000,000 1,000,000 1,000,000 C Excess Liability - 2nd Layer XNS0008828 2/25/2022 3/25/2023 Excess Liability $ 5,000,000 A Leased/Rented Equipment OR21930105 2/25/2023 2/25/2024 Leased/Rented Equipment $ 300,000 City of Fort Collins is named as an Additional Insured is required by written contract. Coverage is Primary and Non-Contributory. Excess Liability is follow form. THIS CERTIFICATE IS SUBJECT TO THE TERMS AND CONDITIONS OF THE POLICY. City of Fort Collins Planning, Development & Transportation PO Box 580 Fort Collins, CO 80522 Debra Hoffman/DEHOFF The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person)$ PERSONAL &ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS PER STATUTE OTH- ER E.L.EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes,describe under DESCRIPTION OF OPERATIONS below (Mandatory in NH) OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNED AUTOS AUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS: E-MAIL FAX (A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S)AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INS025 (201401) DocuSign Envelope ID: 5F0E5E2F-E47B-4175-88EB-50B0A190501B