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HomeMy WebLinkAboutBID - 10228 Cathodic Protection Renewal - Water Treatment Facility Deep Well Anode Beds City of Financial Services Purchasing Division F6rt 215 N.Mason St.2 Floor Collins Fo Box 580 Fort Collins,CO 80522 970.221.6775 fcgov.com/purchasing BID INFORMATION AND CONTRACT DOCUMENTS FOR 10228 CATHODIC PROTECTION RENEWAL - WATER TREATMENT FACILITY DEEP WELL ANODE BEDS BID NO. 10228 October 28, 2025 CONTRACT DOCUMENTS TABLE OF CONTENTS BID INFORMATION 00020 Invitation to Bid 00050 Scope of Work 00100 General Information 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Subcontractors 00440 Safety Form CONTRACT DOCUMENTS 00500 Contract Forms 00510 Notice of Award 00520 Contract 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance and Completion 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00955 Work Change Directive 00960 Application for Payment ADDITIONAL CONTRACT DOCUMENTS ATTACHMENT A OOG-000 COVER SHEET, INDEX OF DRAWINGS OOG-001 GENERAL NOTES, LEGEND AND ABBREVIATION OOC-100 OVERALL SITE PLAN, SURVEY CONTROL, STAGING AND ACCESS 01X-101 DEMOLITION PLAN 01C-401 WEST ANODE BED ENLARGED SITE PLAN 01 C-402 EAST ANODE BED ENLARGED SITE PLAN 01C-501 DEEP ANODE BED DETAILS 01 C-502 DEEP ANODE BED DETAILS 05C-101 EROSION CONTROL PLAN 05C-501 EROSION CONTROL NOTES AND DETAILS 05C-502 EROSION CONTROL CONSTRUCTION CONTROL MEASURES STANDARD NOTES ATTACHMENT B - CONSTRUCTION DOCUMENTS PROJECT MANUAL - HDR PROJECT NO. 10398893 ATTACHMENT C - CONTRACTOR REQUIREMENTS -WATER TREATMENT PLANTS SECTION 00020 INVITATION TO BID BID DUE: 3:00 PM MT (MT RMEPS clock), October 28, 2025 The Contract Documents provide for the construction of Bid 10228 Cathodic Protection Renewal —Water Treatment Facility Deep Well Anode Beds Project. The Work of this Contract consists of the abandonment and replacement of deep well anode beds at the Fort Collins Water Utility Water Treatment Facility (WTF). The Work consists of the abandonment of two (2)existing deep well anode beds on WTF grounds and the drilling of new deep wells. The replacement deep wells will be located near the existing wells as shown in the Contract Documents and will require the installation of new anodes, vent pipe, and well backfill material. The deep wells will be approximately 290 feet deep each and include twelve (12) anodes each. The wells will include a PVC encasement, perorated PVS vent pipe, anodes, grout seal, sand layer, calcinated coke breeze, and other components shown in the Contract Documents. The wells will require logging with a test anode prior to placing the active anodes. The surface completion of the wells will include a concrete pad and well cover. The anode wiring will be routed to existing junction boxes that connect to existing rectifiers through a positive header cable. The junction boxes and rectifiers will be reused and are not included in the Work. The Work does include the wiring of the junction boxes from the replacement anodes. The Work includes restoration of impacted areas. As part of the City's commitment to sustainability, sealed Bids must be submitted online through the Rocky Mountain E-Purchasing System (RMEPS) at http://bidnetdirect.com/ co t o ra d o/city-of-fort-co I I i n s. A pre-bid conference with representatives of prospective Bidders will be held at 1:00 PM on October 8, 2025, via Microsoft Teams. Select or copy/paste the below link into your browser for access to the meeting. Please be prepared to list your name, firm name, and email address in the chat and mute your microphone: Microsoft Teams Need help? Join the meeting now Meeting ID: 295 986 882 808 Passcode: mm2nn6xh All questions should be submitted, in writing via email, to Jake Rector, Purchasing Manager at jrector@fcgov.com, no later than 3:00 PM MT October 13, 2025. Please format your e-mail to include: ITB 10228 Cathodic Protection Renewal —Water Treatment Facility Deep Well Anode Beds Project in the subject line. Questions received after this deadline may not be answered. Responses to all questions submitted before the deadline will be addressed in an addendum and posted on RMEPS. Public Bid Opening: The Bid Opening will be conducted by video conference per the following information. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. To access the public Bid opening, please follow the link or copy and paste to join the Microsoft Teams meeting: Microsoft Teams Need help? Join the meeting now Meeting ID: 254 848 200 355 9 Passcode: Xv6js6gK A Bid Bond in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of ninety (90) days after the date fixed for opening Bids. The City reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Prohibition of Unlawful Discrimination: The City, 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, affirmatively ensures that for all contracts entered into with the City, disadvantaged business enterprises are afforded a full and fair opportunity to bid on the contract and are not to be discriminated against on the grounds of race, color, or national origin in consideration for an award. The Bidder acknowledges that the City, 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); Section §§24-34-401, et seq., C.R.S., and any associated State or Federal laws and regulations, strictly prohibits unlawful discrimination based on an individual's gender (regardless of gender identity or gender expression), race, color, religion, creed, national origin, ancestry, age forty (40) years or older, marital status, disability, sexual orientation, genetic information, or other characteristics protected by law. Pursuant to City 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 the employee has been discriminated against in violation of the above policy or participating in an employment discrimination proceeding. The City requires the Bidder to comply with the City's policy for equal employment opportunity and to prohibit unlawful discrimination, harassment and retaliation. This requirement applies to all third-party subcontractors/subconsultants at every tier. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where the officer or employee exercises directly or indirectly any decision-making authority concerning the sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Contractor Registration: The City requires new Contractors receiving awards from the City to submit IRS form W-9 and requires all Contractors to accept Direct Deposit (Electronic) payment. If needed, the W-9 form and the Vendor Direct Deposit Authorization Form can be found on the City's Purchasing website at www.fcqov.com /purchasing under Vendor Reference Documents. Please do not submit these documents with your bid. Colorado Open Records Act: The City is a governmental entity subject to the Colorado Open Records Act, C.R.S. §§ 24-72-200.1 et seq. ("CORA"). Any Bid submitted hereunder is subject to public disclosure by the City pursuant to CORA and City ordinances. All submitted provisions and pricing of Bids, Bid Forms, and the awarded CONTRACT will be, without redaction, considered public records subject to disclosure under CORA. By responding to this Bid, Bidder hereby waives any and all claims against the City relating to CORA. Collusive or Sham Bid: Any Bid deemed to be collusive or a sham Bid will be rejected and reported to authorities. Bidder's authorized signature on its Bid assures that the Bid is genuine and is not a collusive or sham Bid. City of Fort Collins q, Gerry Paul Purchasing Director SECTION 00050 SCOPE OF SERVICES The Contract Documents provide for the construction of Bid 10228 Cathodic Protection Renewal —Water Treatment Facility Deep Well Anode Beds Project. The Work of this Contract consists of the abandonment and replacement of deep well anode beds at the Fort Collins Water Utility Water Treatment Facility (WTF). The Work consists of the abandonment of two (2) existing deep well anode beds on WTF grounds and the drilling of new deep wells. The replacement deep wells will be located near the existing wells as shown in the Contract Documents and will require the installation of new anodes, vent pipe, and well backfill material. The deep wells will be approximately 290 feet deep each and include twelve (12) anodes each. The wells will include a PVC encasement, perorated PVS vent pipe, anodes, grout seal, sand layer, calcinated coke breeze, and other components shown in the Contract Documents. The wells will require logging with a test anode prior to placing the active anodes. The surface completion of the wells will include a concrete pad and well cover. The anode wiring will be routed to existing junction boxes that connect to existing rectifiers through a positive header cable. The junction boxes and rectifiers will be reused and are not included in the Work. The Work does include the wiring of the junction boxes from the replacement anodes. The Work includes restoration of impacted areas. SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to City (OWNER), as distinct from a sub-bidder, who submits a Bid to Bidder. The term "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The Successful Bidder becomes the CONTRACTOR once awarded and the CONTRACT is fully executed. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed CONTRACT Documents (including all Addenda issued before receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid shall include Sections 00300 and 00400, fully executed. 2.4. OWNER and ENGINEER, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid Opening, a written statement of qualifications provided in Section 00420. As applicable, Bidder must possess all required state and local licenses. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a Bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the Bidder to perform the CONTRACT or provide the services required, (2) whether the Bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the Bidder, (4) the quality of the Bidder's performance of previous contracts or services, (5) the previous and existing compliance by the Bidder with laws and ordinances relating to the contract or service, (6)the sufficiency of the financial resources and ability of the Bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8)the ability of the Bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the Bidder's performance of the contract. 3.3. Each Bidder may be required to show that any Work previously performed by the Bidder has no claims pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair its ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 3.5 Demonstrate the completion of at least three (3) projects in the past five (5) years that include the installation of deep well anodes at least 100 feet deep and similar to this scope of services. Provide a list of projects that meet this requirement and include the following information: project description, start and completion dates, project location, owner/client name, and owner/client contact information. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the CONTRACT Documents thoroughly, (b)familiarize itself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (c) study and carefully correlate Bidder's observations with the CONTRACT Documents, and (d) notify City in accordance with Section 00020 of all conflicts, errors or discrepancies in the Bid and CONTRACT Documents. 4.2. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the CONTRACT Documents and the means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the CONTRACT Documents, and that the CONTRACT Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the City in accordance with Section 00020. Interpretation or clarifications considered necessary in response to the questions will be issued only by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project and submittal of Bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 5.4. Responses to all questions submitted before the deadline will be addressed in an addendum and posted on the Rocky Mountain E-Purchasing System webpage. 6.0 BID BOND 6.1. Each Bid must be accompanied by Bid Bond in an amount no less than five (5) percent of the Bid. The Bid Bond must be executed by a SURETY meeting the requirements of the General Conditions for surety bonds. If a SURETY does not issue electronic Bid Bonds, a scanned copy of the Bid Bond must be submitted electronically through Rocky Mountain E-Purchasing System at the time of bidding, and the hard copy Bid Bond must be mailed to the Purchasing Department at PO Box 580, Fort Collins CO 80522 and received by OWNER prior to CONTRACT execution. 6.2. If the successful Bidder fails to execute and deliver the CONTRACT and furnish the required Payment and Performance Bonds within 15 days of the Notice of Award, City may annul the Notice of Award and the Bid Bond of that Bidder will be forfeited. The Bid Bond of other Bidders whom City believes to have reasonable chance receiving the award may be retained by City until the earlier of the seventh day after the effective date of the CONTRACT or ninety (90) days after the Bid Opening, whereupon Bid Bond furnished by the Bidders will be returned. Bid Bonds with Bids which are not competitive will be returned. 7.0 CONTRACT TIME The number of days within which, or the date by which the Work is to reach Substantial Completion and also completed and ready for Final Payment (the CONTRACT Times)are set forth in the CONTRACT. 8.0 LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in Section 00520. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The CONTRACT, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for acceptance will not be considered by ENGINEER until after the "effective date of the CONTRACT". The procedure for submitting any application by CONTRACTOR and consideration by ENGINEER is set forth in the General Conditions which may be further defined in the Supplementary Conditions. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors proposed for use in the Work. Refer to Section 00430 contained within the CONTRACT Documents. The Bidder may only use the subcontractors stated in Section 00430 except in the event that the OWNER requires a change in accordance with Section 10.2 below. Should the Bidder request a change to the subcontractor list, OWNER approval shall be required. Proposed subcontractor/supplier qualifications and references may be requested to be submitted within three (3) business days after Bid Opening. Subcontractor/supplier responsibility will be determined in accordance with Section 8-160 of the Code of the City of Fort Collins. 10.2. If OWNER or ENGINEER after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other people or organization listed and to whom OWNER or ENGINEER does not make written objection before the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of the acceptance after the effective date of the CONTRACT as provided in the General Conditions. 11.0 BID FORM 11.1. A copy of the Bid Form will be posted at http://www.bidnetdirect.com/colorado/city- of-fort-collins. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. In the event that there are unit price items in a Bid Schedule and the "extended amount" indicated for a unit price of a Bid item does not equal the product of the unit price and quantity listed, the unit price shall govern, and the extended amount will be corrected accordingly. If there is more than one Bid item in a Bid Schedule, and the total indicated for the schedule does not agree with the sum of prices of the individual Bid items, the prices listed for the individual items shall govern and the total for the schedule will be corrected accordingly. The Contractor will be bound by said corrections. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, the title must appear under signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 12.0 BID PRICING Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS 13.1. Bids shall be submitted before the time and date stated in the Bid Documents or any extension thereof made by addendum, electronically using Rocky Mountain E- Purchasing System at the time and place indicated in the Invitation to Bid and accompanied by the documents identified as required in Sections 00300 & 00400. Bids received after the time and date for receipt of Bids will not be accepted. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.2. Oral, telephonic, telegraphic, physically mailed or delivered or facsimile Bids are invalid and will not receive consideration. 13.3. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS 14.1 Bids may be modified or withdrawn at any time before the opening of Bids on RMEPS. 14.2. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 BID OPENING Bids will be opened and read aloud publicly as indicated in the Invitation to Bid. A Bid Tally of the amounts of the Base Bids and major alternates (if any) will be made available on RMEPS after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid before that date. 17.0 AWARD OF CONTRACT 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive, or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and the alternates, unit prices and other data, as may be requested in the Bid Form or before the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted before the Notice of Award. 17.4. OWNER may conduct investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the CONTRACT Documents to OWNER's satisfaction within the prescribed time. 17.5. If the CONTRACT is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. The basis for award shall be as noted in Section 00300. Only one contract will be awarded. 17.6. If the CONTRACT is to be awarded, OWNER will give the Successful Bidder a Notice of Award within ninety (90) days after the date of the Bid opening, or a mutually agreed upon date. 18.0 PERFORMANCE & PAYMENT BONDS The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to Performance and Payment Bonds. When the awarded CONTRACTOR delivers the executed CONTRACT to the OWNER, it shall be accompanied by the required contract bonds. 19.0 SIGNING OF CONTRACT When OWNER gives a Notice of Award to the awarded CONTRACTOR it will be accompanied by the CONTRACT with all other written CONTRACT Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the CONTRACT and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver the executed CONTRACT to CONTRACTOR. 20.0 TAXES OWNER is exempt from Colorado State Sales and Use Tax as applicable. Said taxes shall not be included in the CONTRACT Price. 21.0 RETAINAGE Provisions concerning retainage are set forth in the CONTRACT. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 BID RESULTS Bid results will be posted at http://www.bidnetdirect.com/colorado/city-of-fort-collins. 24.0 SCHEDULE The anticipated schedule for this project is as follows: Bid Issue Date September 26, 2025 Pre-Bid Meeting October 8, 2025, 1:00 PM MST Deadline for questions October 13, 2025, 3:00 PM MST Bid Due October 28, 2025, 3:00 PM MST END OF SECTION SECTION 00300 BID FORM PROJECT: ITB 10228 Cathodic Protection Renewal — Water Treatment Facility Deep Well Anode Beds Project Date: 1. In compliance with your Invitation to Bid dated 20 and subject to all conditions thereof, the undersigned, a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado, hereby proposes to furnish and do everything required by the CONTRACT Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the CONTRACT Documents pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a Bid Bond in the sum of ($ ) in accordance with the Invitation to Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the CONTRACT and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written Notice of Award is delivered to the address given on this Bid. The name and address of the corporate SURETY with which the Bidder proposes to furnish the specified Performance and Payment Bonds is as follows: 5. All the various phases of Work enumerated in the CONTRACT Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in the list. 6. Payment for Work performed will be in accordance with the Bid Schedule(s) subject to change(s) as provided in the CONTRACT Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through 8. COLORADO OPEN RECORDS ACT The undersigned Bidder acknowledges that the City is a governmental entity subject to the Colorado Open Records Act, C.R.S. §§24-72-200.1 et seq. ("CORA"). Any bids submitted hereunder is subject to public disclosure by the City pursuant to CORA and City ordinances. All provisions and pricing of submitted bids, Bid Forms, and the awarded contract will be, without redaction, considered public records subject to disclosure under CORA. By responding to this Bid, Contractor hereby waives any and all claims against the City relating to CORA. 9. The undersigned Bidder hereby acknowledges the documents listed below are required elements of the Bid and must be submitted with the Bid. The City may reject any incomplete Bids as non-responsive. ❑ Bid Form (this Section 00300) ❑ Electronic Bid Bond (Item 3 above and Section 00410)for five (5) percent of the base Bid amount ❑ Acknowledgement of Bid Addenda (Item 7 above) ❑ Statement of Bidder's Qualifications (Section 00420) ❑ Schedule of Subcontractors (Section 00430) ❑ Safety Form (Section 00440) ❑ Propose Detailed Construction Schedule. City desires the project to be Substantially Complete before March 1, 2026. 10. BID SCHEDULE (Base Bid) At the City's option the basis of award is the low responsive and responsible Bidder based on the total price for Base Bid or the total price for the Base Bid plus selected Alternates. This Bid Schedule has also been uploaded to RMEPS as a separate Microsoft Excel document titled Fort Collins Cathodic Protection - Bid Form Please only fill out one Bid Form. FN Project. Fort Collins Cathodic Protection-Bid Form Item No. Description Qty. Unit Cost/Unit Cost 1.00 General Cost of Construction 1:01 General Contract Requirements,Bonds,Insurance,Profit,&Overhead 1 LS S _ 1:02 Mobilization and Demobilization 1 LS S _ 1:03 Permits 1 LS S 1:04 Erosion and Sediment Control 1 LS S 2.00 Deep Anode Well Replacement 2.01 Existing well abandonment 2 EA S 2.42 East Deep Anode Bed 1 LS S 2.03 West Deep Anode Bed 1 LS S 2.04 2"Perforated Vent Pipe 6GG LF S _ 2.05 2"Solid Pipe 93 LF S _ 2:06 Site Restoration 30906 5QFr S _ TOTAL S 11. PRICES The foregoing prices shall include but are not limited to all labor, materials, overhead, profit, insurance, etc., for completion of the Work. Bidder acknowledges that the OWNER has the right to change items before award or during Construction at their sole discretion without affecting the CONTRACT or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total CONTRACT Price. 12. ACKNOWLEDGE ATTACHMENT C — CONTRACTOR REQUIREMENTS — WATER TREATMENT PLANTS Bidder acknowledges they have read and understand the information detailed in Attachment C. RESPECTFULLY SUBMITTED: Legal Firm Name: Physical Address: Remit to Address: Phone: Name of Authorized Agent of Firm: Signature of Authorized Agent: Primary Contact for Project: Title: Email Address: Phone: Cell Phone: (Seal - if Bid is by corporation) Attest: Address Telephone Email SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 00440 Safety Form SECTION 00410 BID BOND KNOW ALL PEOPLE BY THESE PRESENTS: that we, the undersigned as PRINCIPAL, and , as SURETY, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of ($ ) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the PRINCIPAL has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction CONTRACT for the construction of Fort Collins Project, ITB 10228 Cathodic Protection Renewal —Water Treatment Facility Deep Well Anode Beds Project. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the PRINCIPAL shall execute the CONTRACT attached hereto (properly completed in accordance with said Bid)and shall furnish a BOND for their faithful performance of the CONTRACT, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the CONTRACT created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the SURETY for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The SURETY, for value received, hereby stipulates and agrees that the obligations of the SURETY and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept the Bid; and the SURETY does hereby waive notice of any extension. SURETY Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. IN WITNESS WHEREOF, the PRINCIPAL and the SURETY have hereunto set their hands and seals this day of , 20 , and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL SURETY Name: Address: By: By: Title: Title: ATTEST: By: (SEAL) (SEAL) SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered, and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information if needed. 1. Name of Bidder: 2. When was Bidder's firm organized: 3. If your firm is a corporation, where is the firm incorporated: 4. How many years has the firm been engaged in the contracting business under the present firm or trade name? 5. Provide a list of the contracts on hand: (list these, showing the amount of each contract and the appropriate anticipated dates of completion.) 6. Provide a list of contractor's licenses currently held in the State of CO. Provide Fort Collins contractor's license number, if you do not currently possess one detail your process to acquire one before Contract execution. 7. What is the general character of Work performed by your company: 8. Have you or a firm for which you were a principal ever failed to complete any Work awarded to you? If so, where and why? 9. Has the firm ever defaulted on a contract? If so, where and why? 10. Is the firm debarred by any government agency? If yes, list agency name. 11. Provide the background and experience of the principal members of your organization, including officers: 12. Credit available: $ 13. Bank Reference: 14. Will you, upon request, provide a detailed financial statement for your Company and furnish any other information that may be required by the OWNER? 15. Is the firm licensed as a General Contractor, if applicable, in the City of Fort Collins? 16. Are any lawsuits pending against you or your firm at this time? If yes, provide detail 17. MINIMUM QUALIFICATIONS/REFERENCES Qualification Summary: The Contractor is expected to bring experience and expertise in deep well anode abandonment and the drilling/construction of new wells with a history of delivering projects on time and in budget. Contractors without previous experience on projects requiring deep well anodes of at least 100 feet deep will not be considered. Expected similar experience includes but is not limited to: a. Demonstrated knowledge of understanding, obtaining, and following permit requirements unique to deep well anode projects. Project Experience: Provide experience narratives detailing at least three (3) completed deep well anode projects, completed for a municipality, constructed by the contractor in the past five (5) years that demonstrates your qualifications. The City reserves the right to review any and all projects the contractor has constructed, including projects that may not have been listed here. Detailed project information should include: a. Description of the project, including project name and location b. Client's name, address, telephone number, email address and contact person c. Original contract value and final contract amount It is the City's preference that the reference projects use similar personnel as the CONTRACTOR is proposing for this project. It is preferred that references are from three separate owners and shall include a brief project description, owner contact information (name, title, email, and phone number), and total contract value. References may be checked by the City and bids that do not include the required and satisfactory references may be deemed non-responsive. The City reserves the right to request additional project references at its sole discretion. Project 1 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: Project 2 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: Project 3 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: 18. The undersigned hereby authorizes and requests any person,firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. By signing below, the Contractor agrees that the answers to the foregoing questions and all statements therein contained are true and correct. Company: By: Printed: Title: State of County of Signed before me on , 20 by (name(s) of individual(s) making statement). [SEAL] (Notary's official signature) (Title of office) (Commission Expiration) SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors and their corresponding Work items of the total Bid. WORK ITEM (% of CONTRACT SUM) SUBCONTRACTOR SECTION 00440 SAFETY FORM Please complete the following form to provide information about your Company's safety records and procedures. This information will be included in the evaluation of the submitted proposal. We reserve the right to request additional documentation, at any point, that supports the accuracy of this form. Contractor(s)safety record will be evaluated by the evaluation team as an element of determining whether the Contractor(s) is responsible. Contractor(s) whose safety record is above 1.0 for Experience Modification Rating (EMR) and 5.0 for Total Recordable Incident Rate (TRIR) will be reviewed in depth and may be deemed ineligible to be considered for award at the City's sole discretion. Section 1. General Information Company Name Number of Employees Full Time: Part Time: Seasonal: Insurance Carrier Self-insured for Workers Compensation? Y ❑ N ❑ Section 2. Health and Safety Professional Information Does your company have a full-time dedicated Safety Officer? Y ❑ N ❑ If yes, provide the following information for the dedicated Safety Officer: Name: Title: Phone Number: Email: If no, provide the following information of the person responsible for safety in your company: Name: Title: Phone Number: Email: Provide the following information for the site safety Point of Contact: Name: Title: Phone Number: Email: Section 3. Health and Safety Program Does your company have a written Company Safety Program? Y ❑ N ❑ Does the written Company Safety Program cover the work activities proposed by your company for this project? Y ❑ N ❑ Does the written Company Safety Program include the following: Health and Safety Training Y ❑ N ❑ Employee/Management Responsibility Y ❑ N ❑ Hazard Recognition and Control Y ❑ N ❑ Incident Reporting and Investigation Y ❑ N ❑ Describe a typical job site safety briefing (time, location, frequency, topics, documentation). How does your company ensure health and safety program compliance throughout the project? Does your company perform written Job Hazard Analysis's (JHA's) regularly and document them? Y ❑ N ❑ How often does your company conduct Health and Safety audits or inspections? Does your company have a written corrective action plan for any findings? Y ❑ N ❑ Section 4. Training and Certifications List required safety training ALL employees receive: Listspecialized safety training ern to ees receive as needed: Does your company maintain records of all safety training and certifications? Y ❑ N ❑ Section 5. Safety Equipment (Engineered Controls Will your company be performing any Trenching/Excavation and Confined Space Activities? Y ❑ N ❑ If yes, list what protective shoring equipment ou will have available for the job site? If entering Permit Required Confined Spaces (PRCS), such as vaults or sewers, what is your procedure for these activities? Section 6. Health and Safety Records List the Company's Experience Modification Rate EMR for the previous 3 years Year: EMR: Year: EMR: Year: EMR: Provide the number of injuries and illnesses recorded (OSHA 300 log or equivalent) in the previous 3 ears: Calendar Year Year: Year: Year: Number of Fatalities Number of OSHA recordable cases Number of OSHA modified duty cases Number of OSHA lost time cases OSHA Total Recordable Incident Rate (TRIR) Number of recordable cases x 200,000 Number of hours worked OSHA DART Rate (Days Away Restricted or Transferred) Number of DART cases x 200,00 Number of hours worked Average number of employees on payroll Have any OSHA citations been issued to your company in the past 3 years? Y ❑ N ❑ If yes, list the citations and for each, provide the type of violation, an explanation for the citation, the penalty issued, and describe the corrective action taken by the Company. Limit your response to projects that have occurred in the Rocky Mountain region. Use additional pages if needed. SECTION 00500 CONTRACT FORMS 00510 Notice of Award 00520 Contract 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD DATE: [Date] TO: [Contractor] (hereinafter referred to as the CONTRACTOR) PROJECT: ITB 10228 Cathodic Protection Renewal — Water Treatment Facility Deep Well Anode Beds OWNER: CITY OF FORT COLLINS (hereinafter referred to as the OWNER) CONTRACTOR is hereby notified that its Bid dated [CONTRACTOR'S Bid Date] for the above project has been considered. CONTRACTOR is the apparent successful Bidder and has been awarded a CONTRACT for ITB 10228 Cathodic Protection Renewal — Water Treatment Facility Deep Well Anode Beds Project. The Price of the CONTRACT is ($ ). One (1) copy of all CONTRACT Documents accompany this Notice of Award. CONTRACTOR must comply with the following conditions within fifteen (15) business days of the date of this Notice of Award, that is by Date . 1. CONTRACTOR must deliver to the OWNER a fully executed CONTRACT complete with authorized signature on the signature page. 2. CONTRACTOR must deliver with the executed CONTRACT the Payment and Performance Bonds as specified in the Instructions to Bidders. Failure to comply with these conditions within the time specified will entitle OWNER to consider the CONTRACTOR's Bid abandoned, to annul this Notice of Award, and to declare CONTRACTOR's Bid Bond forfeited. City of Fort Collins OWNER By: Gerry Paul Purchasing Director SECTION 00520 CONTRACT THIS CONTRACT is dated as of the [Dayl day of Month in the year of 20 Year and shall be effective on the date this CONTRACT is signed by the City. The City of Fort Collins, a Colorado Municipal Corporation (hereinafter called OWNER) and (Contractorl, a STATE (Corporation/Limited Liability Company/Non-Profit Corporation/Sole Proprietorship) (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the CONTRACT Documents. The Project for which the Work under the CONTRACT Documents may be the whole or only a part is defined as the construction of ITB 10228 Cathodic Protection Renewal —Water Treatment Facility Deep Well Anode Beds Project. ARTICLE 2. CHANGE ORDERS AND WORK CHANGE DIRECTIVES 2.1 Change Orders. The City, may, at any time during the term and without invalidating the CONTRACT, make changes to the particular services. Changes shall be agreed upon in writing by the parties by Change Order, a sample of which is attached hereto as 00950, consisting of one (1) page and incorporated herein by this reference. 2.2 Work Change Directives. Work Change Directives are for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field that may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with the Work that will, in most cases, require a Change Order. A sample Work Change Directive is attached hereto as 00955, consisting of one (1) page and incorporated herein by this reference. ARTICLE 3. ENGINEER The Project has been designed by Jacobs Engineering Group Inc., who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the CONTRACT Documents in connection with completion of the Work in accordance with the CONTRACT Documents. ARTICLE 4. CONTRACT TIMES 4.1. The Work shall be Substantially Completed by the CONTRACTOR, as evidenced by the issuance of the Certificate of Substantial Completion (Section 00635) by MONTH DATE, YEAR. Substantial completion of the Project is defined as all work within the floodplain such as grading, topsoil placement, compost, tilling, and seed prep completed. 4.2. The Work must be completed by the CONTRACTOR and ready for issuance of the Certificate of Final Acceptance and Completion (Section 00640) in accordance with Article 14 of the General by MONTH DATE, YEAR. 4.3. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this CONTRACT and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraphs 4.1 and 4.2 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any proof, OWNER and CONTRACTOR agree that as Liquidated Damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion. One Thousand Five Hundred Dollars ($1,500.00)for each calendar day or fraction thereof, after the Substantial Completion date of MONTH DATE, YEAR, until the Work is Substantially Complete; 2) Final Acceptance and Completion: After Substantial Completion, One Thousand Five Hundred Dollars ($1,500.00) for each calendar day or fraction thereof after MONTH DATE, YEAR, until Final Acceptance and Completion. ARTICLE 5. CONTRACT PRICE OWNER shall pay CONTRACTOR for performance of the Work in accordance with the CONTRACT Documents in the amount of ($ ). ARTICLE 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 ENGINEER as provided in the General Conditions. 6.1. PROGRESS PAYMENTS. OWNER shall make progress payments in accordance with the CONTRACT on the basis of CONTRACTOR's Application for Payment as approved by ENGINEER, once each month during construction as provided below. All progress payments will be calculated on the basis of the progress of the Work. In the case of Unit Price Work, progress payments will be based on the number of units completed and pricing will be in accordance with the Bid Form, Section 00300. 6.1.1. APPLICATION FOR PAYMENT Applications for Payment should be emailed monthly to invoices(a)fcgov.com with a copy to the Project Manager. The cost of the work completed shall be paid to the Contractor each month following the submittal of a correct invoice completed in accordance with the Application for Payment, Section 00960. Payments will be made using the prices stated in the CONTRACT. In the event additional Work is requested that is not stated in the CONTRACT, the CONTRACTOR and the OWNER will negotiate an appropriate unit price for the Work. Before the CONTRACTOR initiates such Work, the parties shall document the change in accordance with Article 2. The OWNER pays undisputed payment applications on Net 30 days from the date of submittal or, for disputed payment applications, Net 30 days from the date of ENGINEER's approval. 6.1.2. RETAINAGE Before 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 any amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Article 14.7 of the General Conditions. If, in the sole discretion of OWNER, on recommendation of ENGINEER, OWNER determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments before Substantial Completion will be in an amount equal to 100% of the Work completed. Subject to OWNER's prior written approval, 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored, insured, and accompanied by documentation satisfactory to OWNER as provided in Article 14.2 of the General Conditions) may be included in the Application for Payment 00960. 6.1.3. Upon Substantial Completion and if necessary, payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the CONTRACT Price, less any amounts as ENGINEER shall determine or OWNER may withhold in accordance with Article 14.7 of the General Conditions or as provided by law. 6.2. FINAL ACCEPTANCE AND COMPLETION. Upon Final Acceptance and Completion of the Work in accordance with Article 14.13 of the General Conditions, OWNER shall pay the remainder of the CONTRACT Price as recommended by ENGINEER. ARTICLE 7. CONTRACTOR'S REPRESENTATION CONTRACTOR makes the following representations and acknowledgement of obligations upon which the OWNER may rely: 7.1 CONTRACTOR has familiarized itself with the nature and extent of the CONTRACT Documents, Work, site, locality, local conditions, and all applicable laws and regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 7.2 CONTRACTOR has studied and acknowledges the results of(or assumes responsibility for obtaining and carefully studying) all examinations, investigations, explorations, tests, reports, studies, subsurface conditions and physical conditions, identified in the Contract Documents, at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Article 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.3 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of the Underground Facilities. No additional examinations, investigations, explorations,tests, reports, studies or similar information or data in respect of the Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of Article 4.3 of the General Conditions. CONTRACTOR has correlated the results of all observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. 7.4 CONTRACTOR represents that all Work and/or materials must meet all applicable standards currently in force by recognized technical and professional societies, trade and materials supply associations, institutes and organizations, bureaus and testing laboratories, and national, federal, state, county, and local laws, codes and municipal ordinances to including but not limited to the American Disabilities Act (ADA), American National Standards Institute (ANSI), and American Water Works Association (AWWA)standards.The CONTRACTOR further agrees to comply fully with the Occupational Safety and Health Act (OSHA), all regulations issued there under, and all state laws and regulations enacted and adopted pursuant thereto. 7.5 Dust Control. 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/airguality/pdf/dust-prevention-and- control-manual.pdf, and is incorporated herein by this reference. 7.6 The CONTRACTOR is responsible for recording and submitting all applicable information on the `City of Fort Collins Waste Management Plan Form'. The Plan form is available at https://www.fcgov.com/recycling/files/construction-waste-management- plan.pdf. The OWNER reserves the right to withhold payment until a completed 'City of Fort Collins Waste Management Plan Form' is submitted. 7.7 The CONTRACTOR shall be responsible for obtaining any necessary licenses, fees or permits without additional expense to the OWNER. All vehicles and equipment shall be properly licensed and insured, carry the appropriate permits and be placarded as required by law. The CONTRACTOR and all subcontractors will be required to have City of Fort Collins applicable permits, prior to the start of construction and throughout the project duration. CONTRACTOR will also be responsible for ensuring current Code requirements are met. The permits will be the responsibility of the CONTRACTOR. 7.8 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 OWNER may require the CONTRACTOR to immediately remove any employee the OWNER identifies to be unfit to perform duties due to one or more of the 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. All OWNER facilities and grounds are non-smoking sites. All OWNER parks, trails and natural areas are also non-smoking. Agents and employees of CONTRACTOR working for the OWNER shall present a clean and neat appearance. Prior to performing any Work for the OWNER, CONTRACTOR shall require each of their employees to wear ID badges or uniforms identifying CONTRACTOR by name. 7.9 CONTRACTOR agrees that 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, Project Manager and the City of Fort Collins Safety and Risk Management Department. The Contractor shall immediately contact the Project Manager 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 City Representative. The Contractor shall not backfill around the underground utility line until the Project Manager has repaired the damage and has given clearance to backfill. The City 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 Master Agreement. 7.10 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. 7.11 Should it be necessary to halt the work because of incorrect or unsatisfactory operations under the terms of this 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 OWNER 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. ARTICLE 8. CONTRACT DOCUMENTS 8.1. The CONTRACT Documents which comprise the entire CONTRACT between OWNER and CONTRACTOR concerning the Work consist of the General Conditions and Supplementary Conditions. CONTRACT Documents are further defined in Article 1.10 of the General Conditions and other items as stated below, all of which are incorporated herein by this reference. 8.2. Forms for use by CITY and/or CONTRACTOR in performing the Work and related actions in carrying out the terms of this CONTRACT are deemed CONTRACT Documents and incorporated herein by this reference, and include, but are not limited to, the following: 8.2.1. Section 00050 Scope of Work 8.2.2. Section 00300 Bid Form 8.2.3 Section 00410 Bid Bond 8.2.4. Section 00420 Statement of Bidder's Qualifications 8.2.5. Section 00430 Schedule of Subcontractors 8.2.6. Section 00440 Safety Form 8.2.7. Section 00510 Notice of Award 8.2.8. Section 00520 CONTRACT 8.2.8. Section 00530 Notice to Proceed 8.2.10. Section 00610 Performance Bond 8.2.11. Section 00615 Payment Bond 8.2.12. Section 00630 Certificate of Insurance 8.2.13. Section 00635 Certificate of Substantial Completion 8.2.14. Section 00640 Certificate of Final Acceptance and Completion 8.2.15. Section 00650 Lien Waiver Releases 8.2.16. Section 00660 Consent of SURETY 8.2.17. Section 00700 General Conditions 8.2.18. Section 00800 Supplementary Conditions 8.2.19. Section 00950 Change Order 8.2.20. Section 00955 Work Change Directive 8.2.21. Section 00960 Application for Payment 8.3. Specifications, Reports & Drawings: ATTACHMENT A OOG-000 COVER SHEET, INDEX OF DRAWINGS OOG-001 GENERAL NOTES, LEGEND AND ABBREVIATION OOC-100 OVERALL SITE PLAN, SURVEY CONTROL, STAGING AND ACCESS 01X-101 DEMOLITION PLAN 01C-401 WEST ANODE BED ENLARGED SITE PLAN 01 C-402 EAST ANODE BED ENLARGED SITE PLAN 01C-501 DEEP ANODE BED DETAILS 01C-502 DEEP ANODE BED DETAILS 05C-101 EROSION CONTROL PLAN 05C-501 EROSION CONTROL NOTES AND DETAILS 05C-502 EROSION CONTROL CONSTRUCTION CONTROL MEASURES STANDARD NOTES ATTACHMENT B - CONSTRUCTION DOCUMENTS PROJECT MANUAL — HDR PROJECT NO. 10398893 ATTACHMENT C - CONTRACTOR REQUIREMENTS — WATER TREATMENT PLANTS ARTICLE 9. MISCELLANEOUS 9.1. Terms used in this CONTRACT which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 9.2 No assignment by a party hereto of any rights, obligations or interests in or under the CONTRACT Documents will be binding on another party hereto without the prior written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without consent and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the CONTRACT Documents. Any assignment without the required prior written consent of the OWNER, shall be deemed null and void and have no effect. 9.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, promises, and obligations in this CONTRACT and in the CONTRACT Documents. 9.4 To the extent this CONTRACT or any provision in it constitutes a multiple fiscal year debt or financial obligation of the OWNER, it shall be subject to annual appropriation by OWNER'S 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 OWNER shall have no obligation to continue this CONTRACT in any fiscal year for which no supporting appropriation has been made. 9.5 The laws of the State of Colorado, the City of Fort Collins Charter and Municipal Code shall govern the construction, interpretation, execution, and enforcement of this CONTRACT without regard to choice law or conflict of law principles. The Parties further agree that Larimer County District Court is the proper venue for all disputes. If the OWNER subsequently agrees in writing that the matter may be heard in federal court, venue will be in Federal District Court in Denver. 9.6 Independent Contractor. The Work to be performed by the CONTRACTOR are those of an independent contractor and not of an employee of the OWNER. The OWNER shall not be responsible for withholding any portion of the CONTRACTOR's compensation hereunder for the payment of FICA, Worker's Compensation, unemployment insurance, other taxes or benefits or for any other purpose. 9.7 Acceptance Not Waiver. The OWNER's approval of any deliverables furnished hereunder shall not in any way relieve the CONTRACTOR of responsibility for the quality or technical accuracy of the Work. The OWNER's approval or acceptance of, or payment for, any of the Work shall not be construed to operate as a waiver of any rights or benefits provided the OWNER under this CONTRACT. 9.8 Governmental Immunity Act. No term or condition of this CONTRACT 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 and under any other applicable law. 9.9 All notices provided under this CONTRACT shall be written. All notices provided under this CONTRACT shall be effective immediately when emailed or three business days from the date of the notice when mailed to the following addresses: CONTRACTOR: CITY: Copy to: City of Fort Collins City of Fort Collins Attn: Attn: Taylor Scott Attn: Purchasing Dept. PO Box 580 PO Box 580 Fort Collins, CO 80522 Fort Collins, CO 80522 Email Address tscott(a_fcgov.com purchasing(a)-fcgov.com OWNER: CITY OF FORT COLLINS CONTRACTOR: [CONTRACTOR] By: By: Kelly DiMartino, City Manager (over$1,000,000) PRINTED By: Gerry Paul, Purchasing Director Title: Date: Date: Attest: (CORPORATE SEAL) Attest: Approved as to Form: SECTION 00530 NOTICE TO PROCEED ITB 10228 Cathodic Protection Renewal — Water Treatment Facility Deep Well Anode Beds Description of Work: To: [CONTRACTOR] This notice is to advise you: That the CONTRACT covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. Therefore, as the CONTRACTOR for the above described Work, CONTRACTOR is hereby authorized and directed to proceed with the Work to begin on The dates for Substantial Completion and Final Acceptance shall be MONTH DATE, YEAR and MONTH DATE, YEAR, respectively. Dated this day of , 20 OWNER: CITY OF FORT COLLINS By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 CONTRACTOR: [CONTRACTOR] By: Title: SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance and Completion 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of SURETY 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL PEOPLE BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation) (a Limited Liability Company), hereinafter referred to as the "PRINCIPAL" and (Firm) (Address) hereinafter referred to as "the SURETY", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522, a home rule municipality, hereinafter referred to as the "OWNER", in the penal sum of ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, SURETY binds itself, its 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 CONTRACT with the OWNER, dated the fDay] day of[Monthl in the year of 20 Year , a copy of which is hereto attached and made a part hereof for the performance of the City of Fort Collins Project, ITB 10228 Cathodic Protection Renewal — Water Treatment Facility Deep Well Anode Beds. NOW, THEREFORE, if the PRINCIPAL shall well, truly and faithfully perform its duties, all the undertakings, covenants,terms, conditions and agreements of the CONTRACT during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without any notice to the SURETY and during the life of the guaranty period, and if the PRINCIPAL shall satisfy all claims and demands incurred under the CONTRACT, 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 SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the CONTRACT 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 change, extension of time, alteration or addition to the terms of the CONTRACT or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the SURETY must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed this day of 20_ IN PRESENCE OF: PRINCIPAL (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other PARTNERS By: By: IN PRESENCE OF: SURETY By: (Address) (SURETY Seal) NOTE: Date of Bond must not be before date of CONTRACT. If CONTRACTOR is Partnership, all partners should execute Bond. ATTACH TO FORM WHEN SUBMITTED: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact SECTION 00615 PAYMENT BOND Bond No. KNOW ALL PEOPLE BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation) (a Limited Liability Company), hereinafter referred to as the "PRINCIPAL" and (Firm) (Address) hereinafter referred to as "the SURETY", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 1 a home rule municipality, a home rule municipality, 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 CONTRACT with the OWNER, dated the [Day] day of[Monthl in the year of 20 Year , a copy of which is hereto attached and made a part hereof for the performance of the City of Fort Collins Project, ITB 10228 Cathodic Protection Renewal — Water Treatment Facility Deep Well Anode Beds. NOW, THEREFORE, if the PRINCIPAL shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in the CONTRACT and any authorized extension or modification thereof, including but not limited to, all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of the Work, and all insurance premiums on the Work, and for all labor, performed in the Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the CONTRACT 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 change, extension of time, alteration or addition to the terms of the CONTRACT or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the SURETY must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed this day of , 20_ IN PRESENCE OF: PRINCIPAL (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other PARTNERS By: By: IN PRESENCE OF: SURETY By: (Address) (SURETY Seal) NOTE: Date of Bond must not be before date of CONTRACT. If CONTRACTOR is Partnership, all partners should execute Bond. ATTACH TO FORM WHEN SUBMITTED: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact SECTION 00630 CERTIFICATE OF INSURANCE The CONTRACTOR will provide, from insurance companies acceptable to the OWNER, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this Bid, the CONTRACTOR shall furnish the OWNER 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 OWNER, at its option, may take out and maintain, at the expense of the CONTRACTOR, insurance as the OWNER may deem proper and may deduct the cost of the insurance from any monies which may be due or become due the CONTRACTOR under this CONTRACT. Insurance certificates should show the certificate holder as follows: City of Fort Collins Purchasing Division PO Box 580 Fort Collins, CO 80522 The OWNER, its officers, agents and employees shall be named as additional insureds on the CONTRACTOR'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 CONTRACT. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The CONTRACTOR shall maintain during the life of this CONTRACT for all of the CONTRACTOR's employees engaged in work performed under this CONTRACT. 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 CONTRACTOR shall maintain during the life of this CONTRACT 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 CONTRACT. 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 CONTRACTOR shall maintain during the life of this CONTRACT 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 CONTRACT. 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. 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 CONTRACT by a subcontractor, which liability is not covered by the subcontractor's insurance. E. Primary Coverage. For any claims related to the CONTRACT, 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. F. 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, the CONTRACTOR shall be responsible for any liability directly or indirectly arising out of the work performed under this CONTRACT by a subcontractor, which liability is not covered by the subcontractor's insurance. SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: ITB 10228 Cathodic Protection Renewal — Water Treatment Facility Deep Well Anode Beds PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: [Contractor] CONTRACT DATE: [Datel The Work performed under this CONTRACT has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the Project or specified part of the Project, as indicated above is hereby declared to have achieved Substantial Completion on the above date. Pursuant to the CONTRACT Documents, CONTRACTOR has provided the following items, where applicable: 0 Record Drawings (ie. final as-builts) F7 Operations & Maintenance Manuals F7 All applicable training 0 Commissioning 0 Third Party Warranties 0 Owner's Extra Stock & Parts Keys 0 Other: 0 Other: A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the CONTRACT Documents. OWNER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list on or before the Final Acceptance and Completion date of , 20 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 , 20 CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE AND COMPLETION Month, day , 20 TO: [CONTRACTOR] You are hereby notified that on the day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by [CONTRACTORI for the City of Fort Collins Project, ITB 10228 Cathodic Protection Renewal — Water Treatment Facility Deep Well Anode Beds. Pursuant to the CONTRACT Documents, CONTRACTOR has provided the following items: A. All documentation called for in the CONTRACT Documents, including without limitation certified payrolls as required for state or federally funded projects; B. Consent of the SURETY, if any, to final payment; C. Satisfactory evidence that all title issues have been resolved such that title to all Work, materials, and equipment has passed to OWNER free and clear of any Liens or other title defects or will so pass upon final payment. D. A list of all disputes that CONTRACTOR believes are unsettled; and E. Complete and legally effective releases or waivers (satisfactory to OWNER)of all Lien rights arising out of the Work, and of Liens filed in connection with the Work. [Contractor]'s continuing obligations and guarantees for the Project will be as provided in the CONTRACT Documents. OWNER: City of Fort Collins By: Title: SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: [CONTRACTOR] (CONTRACTOR) PROJECT: ITB 10228 Cathodic Protection Renewal—Water Treatment Facility Deep Well Anode Beds 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 the payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the SURETY on the project against and from any claim hereinafter made by the CONTRACTOR'S subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable 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 and may be relied upon by the OWNER, the lender, if any, and SURETY on any Payment and Performance Bonds for the project. Signed this day of , 20 CONTRACTOR: [CONTRACTORI By: Title: ATTEST: Secretary STATE OF ) )ss. COUNTY OF ) Subscribed and sworn to before me this day of , 20 , by (name(s) of individual(s) making statement). Witness my hand and official seal. [SEAL] (Notary's official signature) (Title of office) (Commission Expiration) SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: [CONTRACTOR] PROJECT: ITB 10228 Cathodic Protection Renewal—Water Treatment Facility Deep Well Anode Beds CONTRACT DATE: Date In accordance with the provisions of the CONTRACT between the OWNER and the CONTRACTOR as indicated above, for (SURETY), on bond , the SURETY hereby approves of the Final Payment to the CONTRACTOR and agrees that Final Payment to the CONTRACTOR shall not relieve the SURETY of any of its obligations to the OWNER, as set forth in the SURETY's Bonds. IN WITNESS WHEREOF, the SURETY has hereunto set its hand this day of 20 By: (SURETY) ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. STATE OF ) )ss. COUNTY OF ) This record was acknowledged before me on 20 By (name of officer or agent, title of officer or agent)as (type of authority, such as officer or trustee) of (name of corporation acknowledging), a _ (state or place of incorporation) corporation, on behalf of the corporation. Witness my hand and official seal. [SEAL] (Notary's official signature) (Title of office) (Commission Expiration) SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172(10110f24) COLORADO DEPARTMENT OF REVENUE Sales Tax Accounting Section PO Box 17087 Denver CO 80217-0087 Tax.Colorado.gov Contractor Application for Exemption Certificate Please note the following: • This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become a part of the structure, highway, road, street, or other public works owned and used by the exempt organization. • Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. • A separate certificate is required for each project. • Failure to accurately complete all boxes of the form and attach all required documentation will cause the application to be denied. Existing Contractors: Contractors who have applied for and were issued a certificate can now file online (see instructions) New Contractors and Extensions Requests: New applicants and those requesting an extension should be submitted by email(see instructions) Contractor Information Trade Name/DBA F--- Owner, partner or corporate last name First Name Middle Initial Mailing Address City State ZIP Code I F-1 F— Email Address FIE IN Number Bid amount for your contract (Must match to the penny) Colorado withholding tax account number sF— F Fax Number Business Phone Number If your company does not have a Colorado withholding tax account number check the option below that applies(See instructions) (J) Subsidiary (_—) Subcontractors Staffing Agency O No Employees/Subcontractors(see below) No Employees/Subcontractors. Provide explanation or attach a letter of explanation). Page 4 of 5 DR 0172(10/10124) COLORADO DEPARTMENT OF REVENUE Sales Tax Accounting Section PO Box 17087 Denver CO 80217-0087 Tax.Colorado.gov Exemption Information "Attachment Required"Copies of contract or agreement page, identifying the contracting parties, bid amount,type of work, and signatures of contracting parties must be attached. Name of exempt organization as shown on contract Exempt or anization's number See instructions 98 Address of exempt organization F-- CityState ZIP Code F- Principal contact at exempt organization-Last Name First Name Middle Initial Housing Authority if a licable Name of Project if a licable Owner of the Project if a licable Physical location of project site(give actual address when applicable and Cities and/or Count ies where project is located City State ZIP Code Principal contact's telephone number I I F Scheduled construction start date MM/DD/YY Estimated completion date MM/DD/YY See instructions F--- I F--- I I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of the business owner, partner or corporate officer Date (MM/DD/YY) Title of corporate officer Page 5 of 5 DR 0172(10/10/24) COLORADO DEPARTMENT OF REVENUE Sales Tax Accounting Section PO Box 17087 Denver CO 80217-0087 Tax.Cobredo.gov Special Notice Purpose of this application The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become a part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each project. Subcontractors: Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Application Requirements (Checklist) Prevent your application from being returned. ❑ Read the Special Notice ❑ Complete an application for each project. ❑ Accurately complete all applicable fields. (Read Instructions) ❑ Attach a copy of the contract or agreement page, identifying the contracting parties, bid amount, type of work performed. This must include the signature of the Exempt Organization. ❑ Bid amount on Contract or Agreement page matches the amount listed on the application (to the penny) ❑ The exempt organization's 98 number was provided and is correct. ❑ Ensure the completion dates listed on the application can be validated by your contract, award letter, agreement or purchase order. ❑ Sign the DR 0172 (Contractor Application for Exemption Certificate). See FYI Sales 95 for information about qualifying affordable housing projects. Pagel of 5 DR 0172(10110/24) COLORADO DEPARTMENT OF REVENUE Sales Tax Accounting Section PO Box 17087 Denver CO 80217-0087 Tax.CoWado.gov Form Instructions Accurately complete all applicable fields.Additional information for specific fields is available below. Contractor Information: Colorado Withholding Account Number A Colorado Account Number (CAN) should be provided in this field. If your company does not have a (CAN) review the options listed below. Applications that are left blank or list N/A will not be processed. Subsidiary: This box is marked when a subsidiary is using the parent's withholding account number(only when it does not have its own.) Provide the parents CAN. Subcontractor: This box is marked when a contractor does not have employees of their own and outsources their employees through a subcontractor. List the subcontractor or subcontractors name and CAN(s). Staffing Agency: This box is marked when a contractor does not have employees of their own and outsources their employees through a staffing agency. Provide the Staffing Agency's name and CAN. No employees/no subcontractors For contractors with no employees, no subcontractors/staffing agencies: Write no employees in the (CAN) box and provide an explanation. For example, I have no employees or subcontractors and perform all of the work myself. Attachment Required Contract (agreement, purchase order, award letter) Each application must include a copy of the contract or agreement to include the following information: • The type and scope of work • Bid amount (the same amount to the penny should be listed on your application) • Project start and estimated completion dates. • Is signed by contracting parties involved in the project including the exempt organization. Page 2 of 5 Exemption Information: Exempt Organization's Number An exempt organization's Colorado exemption account number will begin with a "98". Contact the exempt organization to obtain or verify this information prior to submitting your application. Failure to provide this number will cause your application to be rejected. Scheduled Construction Start and Estimated Completion Dates Enter the start and completion dates in these fields. Ensure the completion dates listed on the application can be validated by your contract, award letter, agreement or purchase order. If the project includes a warranty period, enter the end of the warranty period as the completion date. If the project later has its completion date extended, you may email the Exemptions Mailbox to request an updated certificate. Online Requirements An online application is available to accounts using a Federal Employer Identification Number(FEIN). Contractors using an SSN/ITIN are not eligible to use this service at this time. If you are planning to submit your application through Revenue Online, you will need a valid email address and a digital copy of your contract. Ensure all required fields of the application are completed accurately and match the documentation included in your attachment. File online by visiting https:/lwww.colorado.govlrevenueonline and scroll to the "Sales and Use Tax" section. Start your application by clicking on the link to "File and Application for a Contractor Exemption." Exemptions Mailbox Purpose Use this mailbox for the following reasons: • You are a first time applicant • To request an extension for an existing project • To supply requested or missing documentation listed in a letter received. • General inquiries or emails inquiring about a status or requesting copies of approved certificates will not receive a response. New Contractors Review the Application Requirements (Checklist) section and the other form instructions provided. A separate application is required for each project. Multiple applications can be submitted in one email if they are added as separate attachments. Copies of approved certificates will not be issued from this mailbox. Extension Requests A one time extension can be requested by email or phone.Additional extension requests or those that are greater than 6 months must include supporting documentation. Application Not Process Letter Contractors who have submitted an application and received a letter indicating that it cannot be processed due to incorrect or missing information or documentation, can request another review by providing the requesting information and Including a copy of the notice received. Email your request using the words Encrypt in the subject line to the mailbox below: dor exemptionapplicationsostate.co.us Page 3 of 5 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee,EJCDC No. 1910-8(1990 Edition),as a base. Changes to that document are shown by underlining text that has been added and striking through text that has been deleted. EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) TABLE OF CONTENTS OF GENERAL CONDITIONS Article or Paragraph Page Article or Paragraph Page Number&Title Number Number&Title Number 1. DEFINITIONS......................................................1 2. PRELIMINARY MATTERS................................3 1.1 Addenda.............................................1 2.1 Delivery of Bonds............................3 1.2 Agreement..........................................1 2.2 Copies of Documents...*..,,,... ,,... ,,,,,,,3 .1.3 Application for Payment......................1 2.3 Commencement of Contract 1.4 Asbestos.............................................1 Times;Notice to Proceed................ 1.5 Bid ......... .........1 2.4 Starting the Work................ .......3 1.6 Bidding Documents.............................1. 2.5-2.7 Before Starting Construction; 1.7 Bidding Requirements.........................1 CONTRACTOR's Responsibility 1.8 Bonds................................. ..................I to Report;Preliminary Schedules; 1.9 Change Order......................................1 Delivery of Certificates of 1.10 Contract Documents 1 Insurance 3-4 1.11 Contract Price 1 2.8 Preconstruction Conference 4 1.12 Contract Times....................................1 2.9 Initially Acceptable Schedules,,,,,,,-,-4 1.13 CONTRACTOR 1 1.14 defective.............................................1 3. CONTRACT DOCUMENTS: INTENT, 1.15 Drawings..... ......... ........1 AMENDING,REUSE ...........4 1.16 Effective Date of the Agreement,.........1 3.1-3.2 Intent.............................................4 1.17 ENGINEER,,,,,,,,,,, 1 3.3 Reference to Standards and Speci- 1.18 ENGINEERS Consultant......................1 fications of Technical Societies; 1.19 Field Order,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,I Reporting and Resolving Dis- 1.20 General Requirements.......................... crepancies„...............................4-5 1.21 Hazardous Waste 2 3.4 Intent of Certain Terms or ................................. 1.22.a Laws and Regulations;Laws or Adjectives.....................................5 Regulations................................I.....2 3.5 Am ending Contract Docunents.........5 1.22.b Legal Holidays ......... ......... „......2 3.6 Supplementing Contract 1.23 Liens 2 Documents 5 1.24 Milestone 2 3.7 Reuse of Documents 5 1.25 Notice of Award 2 1.26 Notice to Proceed.................................2 4. AVAILABILITY OF LANDS; 1.27 OWNER.............................................2 SUBSURFACE AND PHYSICAL CONDITIONS; 1.28 Partial Utilization 2 REFERENCE POINTS 5 1.29 PCBs...........................................*.....2 4.1 Availability of Lands......................5-6 1.30 Petroleum.... ......... ......... ...... 2 4.2 Subsurface and Physical 1.31 Project................................................2 Conditions....................................6 1.32.a Radioactive Material............................2 4.2.1 Reports and Drawings......................6 1.32.b Regular Working Hours ... ........2 4.2.2 Limited Reliance by CONTRAC- 1.33 Resident Project Representative............2 TOR Authorized;Technical 1.34 Samples..............................................2 Data.............................................6 1.35 Shop Drawings...................................2 4.2.3 Notice of Differing Subsurface 1.36 Specifications...................................... or Physical Conditions,,,,,,-,,,,-......6 1.37 Subcontractor 2 4.2.4 ENGINEERsReview 6 1.38 Substantial Completion......................... 4.2.5 Possible Contract Documents 1.39 Supplementary Conditions....................2 Change.........................................6 1.40 Supplier..............................................2 4.2.6 Possible Price and Times 1.41 Underground Facilities ......... I ......2-3 Adjustments..............................6-7 1.42 Unit Price Work........ .........3 4.3 Physical Conditions--Underground 1.43 Work 3 Facilities 7 1.44 Work Change Directive........................ 4.3.1 Shown or Indicated..........................7 1.45 Written Amendment 3 4.3.2 Not Shown or Indicated 7 4.4 Reference Points 7 ................................ ii EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Article or Paragraph Page Article or Paragraph Page Number&Title Number Number&Title Number 4.5 Asbestos,PCBs,Petroleum, 6.25 Submittal Proceedures;CON- Hazardous Waste or TRACTOR's Review Prior Radioactive Material....................7-8 to Shop Drawing or Sample Submittal 16 S. BONDS AND INSURANCE.................................8 6.26 Shop Drawing&Sample Submit- 5.1-5.2 Performance,Payment and Other tals Review by ENGINEER......16-17 Bonds............................................ 8 6.27 Responsibility for Variations 5.3 Licensed Sureties and Insurers; From Contract Docum ents............17 Certificates of Insurance 8 6.28 Related Work Performed Prior 5.4 CONTRACTOR's Liability to ENGINEER's Review and Insurance..........................................9 Approval of Required 5.5 OWNER's Liability Insurance...............9 Submittals...................................17 5.6 Property Insurance,,,,,,,,,,,,,,,,,, ,,,,,,,9-10 6.29 Continuing the Work 17 ........ ......... 5.7 Boiler and Machinery or Addi- 6.30 CONTRACTOR's General tional Property Insurance...„............10 Warranty and Guarantee........... ...17 5.8 Notice of Cancellation Provision 10 6.31-6.33 Indemnification 17-I8 5.9 CONTRACTOR's Responsibility 6.34 Survival of Obligations...................18 for Deductible Amounts 10 5.10 Other Special Insurance.....................10 7. OTHERWORK..................................................18 5.11 Waiver of Rights................................11 7.1-7.3 Related Work at Site........................18 5.12-5.13 Receipt and Application of 7.4 Coordination.......... ..................18 Insurance Proceeds 10-11 ...................... 5.14 Acceptance of Bonds and Insu- 8. OWNER'S RESPONSIBILITIES.........................18 ante;Option to Replace....................11 8.1 Communications to CON- 5.15 Partial Utilization--Property TRACTOR.................................18 Insurance........................................11 8.2 Replacement of ENGINEER............18 8.3 Furnish Data andPay Promptly 6. CONTRACTOR'S RESPONSIBILITIES 11 When Due 18 6.1-6.2 Supervision and Superintendence.......11 8.4 Lands and Easements;Reports 6.3-6.5 Labor,Materials and Equipment...11-12 and Tests................................18-19 6.6 Progress Schedule..............................12 8.5 Insurance.......................................19 6.7 Substitutes and"Or-Equal"Items; 8.6 Change Orders...............................19 CONTRACTOR's Expense; 8.7 Inspections,Tests and Substitute Construction Approvals...................................19 Methods or Procedures; 8.8 Stop or Suspend Work; ENGINEER's Evaluation 12-13 Terminate CONTRACTOR's 6.8-6.11 Concerning Subcontractors, Services......................................19 Suppliers and Others; 8.9 Limitations on OWNER'S Waiver of Rights.........................13-14 Responsibilities.............. .............. 19 6.12 Patent Fees and Royalties......... .........14 8.10 Asbestos,PCBs,Petroleum, 6.13 Permits 14 Hazardous Waste or 6.14 Laws and Regulations........................14 Radioactive Material.....................19 6.15 Taxes 14-15 8.11 Evidence of Financial 6.16 Use of Premises................................15 Arrangements..............................19 6.17 Site Cleanliness 15 ................................. 6.18 Safe Structural Loading.....................15 9. ENGINEER'S STATUS DURING 6.19 Record Documents 15 CONSTRUCTION 19 6.20 Safety and Protection. ..............15-16 9.1 OWNER's Representative...... ........19 6.21 Safety Representative.........................16 9.2 Visits to Site..................................19 6.22 Hazard Communication Programs......16 9.3 Project Representative................. 6.23 Emergencies.....................................16 9.4 Clarifications and Interpre- 6.24 Shop Drawings and Samples..............16 tations.....*........, *...**......_...., 21 9.5 Authorized Variations in Wirk 21 i i EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Article or Paragraph Page Article or Paragraph Page Number&Title Number Number&Title Number 9.6 Rejecting Defective Work...................21 13.8-13.9 Uncovering Work at ENGI- 9.7-9.9 Shop Drawings,Change Orders NEER's Request.....................27-28 and Payments...................................21 13.10 OWNER May Stop the Work,,,,,,,,,,,28 9.10 Determinations for Unit Prices 21-22 13.11 Correction or Removal of 9.11-9.12 Decisions on Disputes;ENGI- Defective Work...........................28 NEER as Initial Interpreter..............22 13.12 Correction Period...........................28 9.13 Limitations on ENGINEER's 13.13 Acceptance of Defective Work.........28 Authority and Responsibilities....22-23 13.14 OWNER May Correct Defective Work 28-29 ..................................... CHANGES IN THE WORK.......................................23 10.1 OWNER's Ordered Change................23 14. PAYMENTS TO CONTRACTOR AND 10.2 Claim for Adjustment.......................23 COMPLETION..................................................29 10.3 Work Not Required by Contract 14.1 Schedule of Values.........................29 Documents.....................................23 14.2 Application for Progress 10.4 Change Orders ........, ......... ........23 Payment...............*"'*............ ,,,,,29 10.5 Notification of Surety........................23 14.3 CONTRACTOR's Warranty of Title 29 ........................................... CHANGE OF CONTRACT PRICE.............................23 14.4-14.7 Review of Applications for 11.1-11.3 Contract Price;Claim for Progress Payments.................... Adjustment;Value of 14.8-14.9 Substantial Completion..................30 the Work 23-24 14.10 Partial Utilization 30-31 11.4 Cost of the Work..........................24-25 14.11 Final Inspection...,....,..,.,..,,.,_,..,...31 11.5 Exclusions to Cost of the Work ........25 14.12 Final Application for Payment........ 31 11.6 CONTRACTOR's Fee........................25 14.13-14.14 Final Payment and Acceptance.......31 11.7 Cost Records 25-26 14.15 Waiver of Claims 31-32 11.8 Cash Allowances...............................26 11.9 Unit Price Work 26 15. SUSPENSION OF WORK AND ................................. TERMINATION........................................._.....32 CHANGE OF CONTRACT TIMES.........................I..26 15.1 OWNER May Suspend Work... ......32 12.1 Claim for Adjustment........................26 15.2-15.4 OWNER May Terminate................32 12.2 Time of the Essence.. ......... .......26 15.5 CONTRACTOR May Stop 12.3 Delays Beyond CONTRACTOR's Work or Terminate.................32-33 Control 26-27 12.4 Delays Beyond OWNER's and 16. DISPUTE RESOLUTION..................................33 CONTRACTOR's Control 27 ................. 17. MISCELLANEOUS.............................._............33 TESTS AND INSPECTIONS;CORRECTION, 17.1 Giving Notice 33 REMOVAL OR ACCEPTANCE OF 17.2 Computation of Times....................33 DEFECTIVE WORK 27 17.3 Notice of Claim 33 fect 13.1 Notice of Des 27 17.4 Cumulative Remedies 33 13.2 Access to the Work..............................27 17.5 Professional Fees and Court 13.3 Tests and Inspections; Costs Included 33 CONTRACTOR's Cooperation.........27 17.6 Applicable State Laws...............33-34 13.4 OWNERS Responsibilities; Intentionally left blank.......................................35 Independent Testing Laboratory.....,27 13.5 CONTRACTOR's EXHIBIT GC-A: (Optional) Responsibilities...............................27 Dispute Resolution Agreement.....................GC-Al 13.6-13.7 Covering Work Prior to Inspec- 16.1-16.6 Arbitration ......... ............GC-Al tion,Testing or Approval...............„27 16.7 Mediation...............................GC-Al iv EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Article or Paragraph Acceptance of-- Number Bonds and Insurance........................................5.14 defective Work............................10.4.1, 13.5, 13.13 OWNER responsibility for............................4.5.1,8.10 final payment... ......... ...................9.12, 14.15 possible price and times change..... ...............4.5.2 insurance....................... .................5.14 Authorized Variations in Work ........3.6,6.25,6.27,9.5 other Work,by CONTRACTOR... ......... .......7.3 Availability of Lands..............................,_..........4.1,8.4 Substitutes and"Or-Equal"Items. ......... .....6.7.1 Award,Notice of--defined...... ......... ....1.25 ............ Work by OWNER..............................2.5,6.30,6.34 Before Starting Construction................................ Access to the-- Bid--definition of........................1.5(1.1, 1.10,2.3,3.3, Lands,OWNER and CONTRACTOR ........................4.2.6.4,6.13, 11.4.3, 11.9.1) responsibilities.............................................4.1 Bidding Documents--definition site,related Work..............................................7.2 of ....................1.6(6.8.2) ............................... Work. ..........................................13.2, 13.14, 14.9 Bidding Requirements--definition Acts or Omissions--,Acts and Omissions-- of ..........................................1.7(1.1,4.2.6.2) CONTRACTOR..........„.„....................6.9.1,9.13.3 Bonds-- ENGINEER..........................................6.20,9.13.3 acceptance of....................................................5.14 OWNER...................................................6.20,8.9 additional bonds..................................10.5, 11.4.5.9 Addenda--definition of(also see Cost of the Work............................................11.5.4 definition of Specifications)........(1.6, 1.10,6.19),1.1 definition of...... ......... ......... „_...... .. ....1.8 Additional Property Insurances ...............................5.7 delivery of......... ...........2.1,5.1 Adjustments-- final Application for Payment.................14.12-14.14 Contract Price or Contract general ......... ............................1.10,5.1-5.3,5.13, Times...........................1.5,3.5,4.1,4.3.2,4.5.2, .9.13, 10.5,14.7.6 ....................................... .............................4.5.3,9.4,9.5, 10.2-10.4, Performance,Payment and Other, ...**...........5.1-5.2 ...... . ......... ...........11, 12, 14.8, 15.1 Bonds and Insurance--in general......... .....5 ......... .. . progress schedule ......... ...............................6.6 Builder's risk"all-risk"policy form................... ...5.6.2 Agreement-- Cancellation Provisions,Insurance........5.4,11,5.8,5.15 definition of 1.2 Cash Allowances 11.8 "All-Risk"Insurance,policy form............................5.6.2 Certificate of Substantial Completion........1.38,6.30.2.3, Allowances,Cash....................................................11.8 ....14.8, 14.10 ................................................ Amending Contract Documents................................3.5 Certificates of Inspection....................9.13.4,13.5, 14.12 Amendment,Written— Certificates of Insurance.............2.7,5.3,5.4.11,5.4.13, in general................1.10, 1.45,3.5,5.10,5.12,6.6.2 .......................5.6.5,5.8,5.14,9.13.4, 14.12 .........................6.8.2,6.19, 10.1, 10.4, 11.2 Change in Contract Price-- ....................................12.1, 13.12.2, 14.7.2 Cash Allowances....................................I..........11.8 Appeal,OWNER or CONTRACTOR claim for price intent to.... .....................9.10,9.11,10.4, 16.2,16.5 adjustment............4.1,4.2.6,4.5,5.15,6.8.2,9.4 Application for Payment-- ...................9.5,9.11, 10.2, 10.5, 11.2, 13.9, definition of......................................................1.3 .......................13.13, 13.14,14.7, 15.1,15.5 ENGINEER's Responsibility...............................9.9 CONTRACTOR's fee.........................................11.6 final payment, ... *.... *... 9.13.4,9.13.5, 14.12-14.15 Cost of the Work in general..........................2.8,2.9,5.6.4,9.10, 15.5 general............. ......... ................. ,........ 11.4-11.7 progress payment.....................................14.1-14.7 Exclusions to...............................................11.5 review of 14.4-14.7 Cost Records 11.7 Arbitration ....................................................16.1-16.6 in general.............1.19, 1.44,9.11,10.4.2,10.4.3,11 Asbestos-- Lump Sum Pricing..........................................11.3.2 claims pursuant thereto..........................4.5.2,4.5.3 Notification of Surety.................................... ...10.5 CONTRACTOR authorized to stop Work..........4.5.2 Scope of............ ......... ......... ........10.3-10.4 definition of............................................... ......I.A Testing and Inspection, Uncovering the Work..................................13.9 v EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Unit Price Work 11.9 CONTRACTORS Fee 11.6 Article or Paragraph Article or Paragraph Number Number Value of Work ,,,,11.3 CONTRACTORs liability...........5.4,6.12,6.16,6.31 Change in Contract Times-- Cost of the Work............. ......................11.4, 11.5 Claim for times adjustment........4.1,4.2.6,4.5,5.15, Decisions on Disputes...............................9.11,9.12 ............ 6.8.2,9.4,9.5,9.11, 10.2, 10.5, 12.1, Dispute Resolution............................................16.1 ............... 13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Dispute Resolution Agreement...... ........16.1-16.6 Contractual time limits................................„...12.2 ENGINEER as initial interpretor,......._.........„...9.11 Delays beyond CONTRACTORs Lump Sum Pricing....................... .............11.3.2 control 12.3 Notice of 17.3 Delays beyond OWNERs and OWNERs...................9.4,9.5,9.11, 10.2, 11.2, 11.9 CONTRACTORS control............................12.4 ..................12.1, 13.9, 13.13, 13.14,17.3 Notification of surety...... ......... ......... ........10.5 OWNERS liability ...............5.5 Scope of change ......... _.........10.3-10.4 OWNER may refuse to make payment................14.7 Change Orders-- Professional Fees and Court Costs Acceptance ofDefective Work..........................13.13 Included...............,....,,.,,,,,.........................17.5 Amending Contract Documents... ....... . ......3.5 request for formal decision on....... 9.11 ......... ...... Cash Allowances 11.8 Substitute Items 6.7.1.2 Change of Contract Price.....................................11 Time Extension...... ..... ...................-..................12.1 Change of Contract Times...................................12 Time requirements,,,,,,,,,,,,........................9.11, 12.1 Changes in the Work.,,,, ....... .......... Unit Price Work ......... ......... .............11.9.3 CONTRACTORs fee 11.6 Value of 11.3 Cost of the Work.........................I.............11.4-11.7 Waiver of--on Final Payment.................14.14, 14.15 Cost Records.... ......... ................_11.7 Work Change Directive.... ................10.2 definition of,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1.9 written notice required......................9.11, 11.2, 12.1 emergencies,,,,, ... ...... 6.23 Clarifications and Interpretations.,,,,,,,,,,,3.6.3,9.4,9.11 ENGINEER s responsibility..,._..9.8, 10.4, 11.2, 12.1 Clean Site ........................................................... ..6.17 execution of,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,10.4 Codes of Technical Society,Organization Indemnifiction. ......... .......6.12,6.16,6.31-6.33 or Association.................................................3.3.3 Insurance,Bonds and..... ..............5.10,5.13, 10.5 Commencement of Contract Times,,,,, ......... .......2.3 OWNER may terminate.............................1.5.2-15.4 Communications— OWNERs Responsibility............................8.6, 10.4 general „_.......................... ,......... ,6.2,6.9.2,8.1 Physical Conditions-- Hazard Communication Programs,,,,,,,,,,,,,,,,,,,,,6.22 Subsurface and..............................................4.2 Completion-- Underground Facilities ......... ......... .....4.3.2 Final Application for Payment..........................1.4.12 Record Docum ents........ ......... . .....6.19 Final Inspection.............. I 14.11 Scope of Change.......................................10.3-10.4 Final Payment and Acceptance................14.13-14.14 Substitutes,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,6.7.3,6.8.2 Partial Utilization* ,,,, ,,,,,,,,,,,,,,,.... *....,_,,,,,,,,,,,,,14.10 Unit Price Work...............................................11.9 Substantial Completion...................... 14.8-14.9 value of Work,covered by ......... .................11.3 Waiver of Claims,,.,,,,,,,,, ......... _.............14.15 Changes in the Work........... ......... ......... ........10 Computation of Times _........ .... ..........._17.2.1-17.2.2 Notification of surety,.,,,, ......... ........10.5 Concerning Subcontractors, Suppliers OWNERs and CONTRACTORs and Others 6.8-6.11 responsibilities............................................10.4 Conferences-- Right to an adjustment... ......... .................10.2 initially acceptable schedules..............................2.9 Scope of change............ ......... ..... ....10.3-10.4 preconstruction................ .._...... ........, ......2.8 Claims-- Conflict,Error,Ambiguity,Discrepancy-- against CONTRACTOR....................................6.16 CONTRACTOR to Report..............._..........2.5,3.3.2 against ENGINEER.........................................6.32 Construction,before starting by against OWNER...............................................0.32 CONTRACTOR............................................2.5-2.7 Change of Contract Price...........................9.4, 11.2 Construction Machinery,Equipment,etc,..................6.4 Change of Caitract Times .... .... ..........9.4, 12.1 Continuing the Work,,.,,,,,,,,,,_,..._...... ,_.....6.29, 10.4 CONTRACTORs.............4,7.1,9.4,9.5,9.11,10.2, Contract Documents-- ...........................11.2, 11.9, 12.1, 13.9, 14.8, Am ending..........................................................3.5 ............................................15.1, 15.5,17.3 Bonds .............................................................5.1 Vi EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Cash Allowances..............................................11.8 Stop Work requirements,,,,,,,,,,,,..........I...........4.5.2 CONTRACTOR's- Article or Paragraph Number Article or Paragraph Number Change of Contract Price....................................11 Change of Contract Times...................... ............12 Compensation.......................,,.._,,,,,...........11.1-11.2 Changes in the Work..... ......... .........10.4-10.5 Continuing Obligation...... ......... .......-......14.15 check and verify................................................2.5 Defective Work... ...........9.6, 13.10-13.14 Clarifications and Duty to correct defective Work..........................13.11 Interpretations.........................3.2,3.6,9.4,9.11 Duty to Report-- definition of....................................................1.10 Changes in the Work caused by ENGINEER as initial interpreter of ......... ......9.11 Emergency..,,,.,.,,...............................„6.23 ENGINEER as OWNER's representative,,,, ........9.1 Defects in Work of Others........ ......... ... 7.3 general3 Differing conditions...................................4.2.3 Insurance......................:....................................5.3 Discrepancy in Documents,,,,,,,,2.5,3.3.2,6.14.2 Intent .......................................................3.1-3.4 Underground Facilities not indicated...........4.3.2 minor variations in the Work,,,,,,, „ ...... ......3.6 Emergencies................................, 0.23 OWNER's responsibility to furnish data...............8.3 Equipment and Machinery Rental,Cost OWNER's responsibility to make of the Work...........................................11.4.5.3 prompt payment..........................8.3, 14.4,14.13 Fee--Cost Plus,,, 11.4.5.6, 11.5.1, 11.6 ......... . ..... precedence...............................................3.1,3.3.3 General Warranty and Guarantee.......................6.30 Record Documents......... .................6.19 Hazard Communication Programs„ ................6.22 Reference to Standards and Specifications Indemnification........................6.12,6.16,6.31-6.33 of Technical Societies...................................3.3 Inspection of the Work....,............*........*....7.3, 13.4 Related Work................. 7.2 Labor,Materials and Equipment,... ............6.3-6.5 Reporting and Resolving Discrepancies.....,,.2.5,3.3 Laws and Regulations,Compliance by............6.14.1 Reuse of............................................................3.7 Liability Insurance..............................................5.4 Supplementing..................................................3.6 Notice of Intent to Appeal.........................9.10,10.4 Termination of ENGINEER's Employment..........8.2 obligation to perform and complete Unit Price Work 11.9 the Work 6.30 variations..........................................3.6,6.23,6.27 Patent Fees and Royalties,paid for by.................6.12 Visits to Site,ENGINEER'S................................9.2 Performance and Other Bonds,,,,,,,, 5.1 ......... ...... Contract Price-- Permits,obtained and paid for by.......................6.13 adjustment of...............3.5,4.1,9.4, 10.3, 11.2-11.3 Progress Schedule............................2.6,2.8,2.9,6.6, Change of............... ....................... ....................11 .............................I...........6.29,10.4,15.2.1 Decision on Disputes........................................9.11 Request for formal decisionon disputes.....,...,,,,.9.11 definition of,,,.. ......... ......1.11 Responsibilities-- .......-. Contract Times-- Changes in the Work..................................10.1 adjustment of,,,,,,, ,,,,,,,,,,,3.5,4.1,9.4, 10.3,12 Concerning Subcontractors,Suppliers Change of. .......................................... ..... 12.1-12.4 and Others......................................6.8-6.11 Commencement of............................................2.3 Continuing the Work.......................... 10.4 definition of..... ......... ......... ......... ......1.12 CONTRACTOR's expense,,.,,,., ..............6.7.1 CONTRACTOR— CONTRACTOR's General Warranty Acceptance of Insurance...................................5.14 and Guarantee.......................................6.30 Communications........... ......... .........6.2,69.2 CONTRACTOR s review prior to Shop Continue Work........................................6.29, 10.4 Drawing or Sample submittal.................6.25 coordination and scheduling........ ................6.9.2 Coordination of Work,,,,,,,,,,,,, ...............6.9.2 definition of.................. 113 Emergencies.,............ 6.23 ......-. ......... ............... Limited Reliance on Technical ENGINEER'S evaluation,Substitutes Data Authorized.........................................4.2.2 or"Or-Equal"Items.............................6.7.3 May Stop Work or Tenn inate,,,,,,,,,,,,,,,,,,,,,,,,,,,,15.5 For Acts and Omissions provide site access to others,,,,,,,,,,,,,,,,,,,,,,,7.2, 13.2 of Others,,,,,,,,,,...................6.9.1-6.9.2,9.13 Safety and Protection...... .........4.3.1.2,6.16,6.18, for deductible amounts,insurance .................5.9 ......................................6.21-6.23,7.2, 13.2 general........................................6,7.2,7.3,8.9 Shop Drawing and Sample Review Hazardous Communication Programs...........6.22 Prior to Submittal 6.25 Indemnification 6.31-6.33 vii EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Labor,Materials and Equipment,..............6.3-6.5 CONTRACTORS--other,,, .......7 Laws and Regulations............. ................6.14 Contractual Liability Insurance ......... ............,5.4.10 Liability Insurance.... ......... ..5.4 Contractual Time Limits....... ......... ..12.2 Article or Paragraph Article or Paragraph Number Number Notice of variation from Contract Coordination-- Documents...........................................6.27 CONTRACTORs responsibility........................6.9.2 Patent Fees and Royalties,................I...........6.12 Copies of Documents................................................2.2 Permits 6.13 Correction Period 13.12 Progress Schedule.........................................6.6 Correction,Removal or Acceptance Record Documents......................................6.19 of Defective Work-- related Work performed prior to in general...................................10.4.1,13.10-13.14 ENGINEERS approval of required Acceptance ofDefective Work..........................1.3.13 submittals 6.28 Correction or Removal of .............................................. safe structural loading.................................6.18 Defective Work.................................6.30, 13.11 Safety and Protection ................6.20,7.2,13.2 Correction Period .................13.12 Safety Representative...................................6.21 OWNER May Correct Defective Work........_.....13.14 Scheduling the Work ......... ................6.9.2 OWNER May Stop Work.................................13.10 Shop Drawings and Samples.......................6.24 Cost-- Shop Drawings and Samples Review of Tests and Inspections....................................13.4 by ENGINEER......................................6.26 Records 11.7 Site Cleanliness 6.17 Cost of the Work-- Submittal Procedures...................................6.25 Bonds and insurance,additional...................11.4.5.9 Substitute Construction Methods Cash Discounts 11.4.2 and Procedures 6.7.2 CONTRACTOR's Fee 11.6 Substitutes and"Or-Equal"Items................6.7.1 Employee Expenses......................................11.4.5.1 Superintendence............................................ 2 Exclusions to...., ....11.5 Supervision..................................................6.1 General11.4-11.5 Survival of Obligations ......... ...............6.34 Home office and overhead expenses..................,11.5 Taxes.........................................................6 15 Losses and damages.....................................11.4.5.6 Tests and Inspections..................................13.5 Materials and equipment................................11.4.2 To Report...................................................... 5 Minor expenses............... Use of Premises.....................6.16-6.18,6.30.2.4 Payroll costs on changes...*...., *.....................11.4.1 Review Prior to Shop Drawing or performed by Subcontractors......... .............11.4.3 Sample Submittal........................................6.25 Recordsll.7 Right to adjustment for changes in the Work,....10.2 Rentals of construction equipment right to claim............4,7.1,9.4,9.5,9.11,10.2,11.2, and machinery......................................11.4.5.3 ..........i 1.9, 12.1, 13.9, 14.8,15.1, 15.5, 17.3 Royalty payments,permits and Safety and Protection....**"**...***'6.20-6.22,7.2, 13.2 license fees............................................11.4.5.5 Safety Representative..... ... ..........................6.21 Site office and temporary facilities. ._...._....11.4.5.2 Shop Drawings and Samples Submittals..1..6.24-6.28 Special Consultants,CONTRACTOR's............11.4.4 Special Consultants........................................11.4.4 Supplemental.................................................11.4.5 Substitute Construction Methods and Procedures 6.7 Taxes related to the Work 11.4.5.4 Substitutes and"Or-Equal"Items, Tests and Inspection.........................................13.4 Expense..........................................6.7.1,6.7.2 Trade Discounts _........ ......... _............11.4.2 Subcontractors,Suppliers and Others..........6.8-6.11 Utilities,fuel and sanitary facilities..............11.4.5.7 Supervision and Superintendence.........6.1,6.2,6.21 Work after regular hours.................................11.4.1 Taxes,Payment by............................................6.15 Covering Work...............................................13.6-13.7 Use of Premises 6.16-6.18 Cumulative Remedies 17.4-17.5 Warranties and guarantees.........................6.5,6.30 Cutting,fitting and patching....................................7.2 Warranty of Title........... .................14.3 Data,to be furnished by OWNER......, ......... .......8.3 Written Notice Required-- Day--definition of................. CONTRACTOR stop Work or terminate........15.5 Decisions on Disputes .... *'** *.......................9.11,9.12 Reports of Differing Subsurface defective--definition of....................................I......1.14 and Physical Conditions.......................4.2.3 defective Work-- Substantial Completion................................14.8 Acceptance of.......................................10.4.1, 13.13 viii EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Correction or Removal of......................10.4.1,13.11 OWNER's Representative9.1 Correction Period.,......,,.. ..............13.12 Payments to the CONTRACTOR, in general.........................................13, 14.7, 14.11 Responsibility for.....................................9.9, 14 Recommendation of Payment......... ........14.4,14.13 Article or Paragraph Number Article or Paragraph Number Observation by ENGINEER................................9.2 OWNER May Stop Work.................................13.10 Responsibilities--Limitations on................. 9.11-9.13 Prompt Notice of Defects ......... .................13.1 Review of Reports on Differing Subsurface Rejecting...........................................................9.6 and Physical Conditions.............................4.2.4 Uncovering the Work.......................................13.8 Shop Drawings and Samples,review Definitions ................................................................1 responsibility ................6.26 Delays ......................................4.1,6.29,12.3-12.4 Status During Construction-- Delivery of Bonds.....................................................2.1 authorized variations in the Work..................9.5 Delivery of certificates of insurance..... ......... .......2.7 Clarifications and Interpretations ........, .......9.4 Determinations for Unit Prices ......... ................9.10 Decisions on Disputes............. ...._....9.11-9.12 Differing Subsurface or Physical Conditions-- Determinations on Unit Price,, ,, 9.10 Notice of.........................................................4.2.3 ENGINEER as Initial Interpreter,...,,...9.11-9.12 ENGINEER's Review..... ... ...............4.2.4 ENGINEER's Responsibilities.. ...9.1-9.12 Possible Contract Documents Change...............4.2.5 Limitations on ENGINEER's Authority Possible Price and Times Adjustments..............4.2.6 and Responsibilities..............................9.13 Discrepancies-Reporting OWNER's Representative......... ......... ..... 9.1 and Resolving................................2.5,3.3.2,6.14.2 Project Representative...................................9.3 Dispute Resolution-- Rejecting Defective Work......... ......... ......9.6 Agreement.............................. .................. 16.1-16.6 Shop Drawings,Change Orders Arbitration........ ......... ......... .........16.1-16.5 and Payments....................................9.7-9.9 generall6 Visits to Site,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,-,,,,,.............9.2 Mediation 1.6.6 Unit Price determinations 9.10 Dispute Resolution Agreement.........................1.6.1-16.6 Visits to Site..............................-........................ .2 Disputes,Decisions by ENGINEER..... .........9.11-9.12 Written consent required,. ...... ...........7.2,9.1 Documents-- Equipment,Labor,Materials and.......................6.3-6.5 Copies of...........................................................2.2 Equipment rental,Cost of the Work.....,..,.,........ 1.4.5.3 Record 6.19 Equivalent Materials and Equipment........................6.7 Reuse of 3.7 error or omissions 6.33 Drawings--definition of,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1.15 Evidence of Financial Arrangements.,,..,,,...,,.,,,,,,,,.8.11 Easements ............ ......... ......... .......4.1 Explorations of physical conditions..... ...............4.2.1 Effective date of Agreement--definition of...... .......1.16 Fee,CONTRACTOR's--Costs Plus...,.., 11.6 Emergencies............................................ ..............6.23 Field Order-- ENGINEER-- definition of 1.19 ....................................................... as initial interpreter on disputes................9.11-9.12 issued by ENGINEER 3.6.1,9.5 definition of............................... 1.17 Final Application for Payment ......... ..............14.12 Limitations on authority and responsibilities,..,,9.13 Final Inspection................... ,14.11 Replacement of,........................................ .......8.2 Final Payment-- Resident Project Representative.... ......... .......9.3 and Acceptance....,..,,..,,..,.....................14.13-14.14 ENGINEER's Consultant--definition of......... .......1.18 Prior to,for cash allowances ......... ...............11.8 ENGINEER's-- General Provisions 17.3-17.4 .......................................... authority and responsibility,limitations on........9.13 General Requirements- Authorized Variations in the Work 9.5 definition of 1.20 Change Orders,responsibility for.......9.7, 10, 11, 12 principal references to..............2.6,6.4,6.6-6.7,6.24 Clarifications and Interpretations...............3.6.3,9.4 Giving Notice.........................................................17.1 Decisions on Disputes,,,,,,,,,,,,,,,,, 9.11-9.12 Guarantee of Work--by CONTRACTOR ......,6.30, 14.12 defective Work,notice of..................................13.1 Hazard Communication Programs..........................6.22 Evaluation of Substitute Items 6.7.3 Hazardous Waste-- Liability..................................................6.32,9.12 definition of.....................................................1.21 Notice Work is Acceptable...............................14.13 general .............................................................4.5 Observations...........................................6.30.2,9.2 OWNER's responsibility for.............................,8.10 ix EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Indemnification.............................6.12,6.16,6.31-6.33 Insurance..........................................................5.3 Initially Acceptable Schedules..................................2.9 Precedence,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,-,,...............3.1,3.3.3 Inspection-- Reference to..... ........ ......... ................3.3.1 Certificates of..............................9.13.4, 13.5, 14.12 Safety and Protection...................... .........6.20, 13.2 Final .........I................................................. 4.11 Subcontractors,Suppliers and Others ..........6.8-6.11 Article or Paragraph Article or Paragraph Number Number Special,required byENGINEER.........................9.6 Tests and Inspections._............................-_...13.5 Tests and Approval..................... .....8.7, 13.3-13.4 Use of Premises............... ......... ......... _.....6.16 Insurance- Visits to Site 9.2 ........................................................ Acceptance of,by OWNER...............................5.14 Liability Insurance-- Additional,required by changes CONTRACTOR's...............................................5.4 in the Work...........................................11.4.5.9 OWNER'S........................ ........5.5 Before starting the Work....................................2.7 Licensed Sureties and Insurers,,,,,,,,,,;,,. ,5.3 .................. Bonds and--in general..........................................5 Liens-- Cancellation Provisions.....................................5.8 Application for Progress Payment 14.2 Certificates of..................2.7,5,5.3,5.4.11,5.4.13, CONTRACTOR's Warranty of Title ......... .......14.3 ........................5.6.5,5.8,5.14,9.13.4,14.12 Final Application for Payment..........................14.12 completed operations,..,......,. .......5.4.13 definition of,,,,,,,,,,,,,,,,,,, CONTRACTOR's Liability..................................5.4 Waiver of Claims.............................................14.15 CONTRACTOR's objection to coverage,,,,, .......5.14 Limitations on ENGINEER's authority and Contractual Liability......................................5.4.10 responsibilities.,,.,,.,.,,.,,,,.,,.......*.,,-- 9.13 deductible amounts,CONTRACTOR's Limited Reliance by CONTRACTOR responsibility................................................5.9 Authorized....................................................... Final Application for Payment.........................14.12 Maintenance and Operating Manuals-- Licensed Insurers,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,5.3 Final Application for Payment.........................14.12 Notice requirements,material changes........5.8, 10.5 Manuals(of others)-- Option to Replace.............................................5.14 Precedence...................................................3.3.3.1 other special insurances....................................5.10 Reference to in Contract Documents,,,,.,,.,,,,.,,,,3.3.1 OWNER as fiduciary for insureds .........5.12-5.13 Materials and equipment-- OWNER's Liability............................................5.5 furnished by CONTRACTOR..............................6.3 OWNERsResponsibility....................................8.5 not incorporated in Work......................... ....__....14.2 Partial Utilization,Property Insurance....... .......5.15 Materials or equipment--equivalent,.... ......... ..., 6.7 Property....................................................5.6-5.10 Mediation(Optional)..............................................16.7 Receipt and Application of Insurance Milestones--definition of........................................1.24 Proceeds ...5.12-5.13 Miscellaneous-- ............................................ Special Insurance.............................................5.10 Computation of Times.......__.............................17.2 Waiver of Rights..............................-...............5.11 Cumulative Remedies........................................17.4 Intent of Contract Documents,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,3.1-3.4 Giving Notice,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,-,,,,.................17.1 Interpretations and Clarifications....... ..........3.6.3,9.4 Notice of Claim. .... .... 17.3 Investigations of physical conditions.........................4.2 Professional Fees and Court Costs Included.........17.5 Labor,Materials and Equipment..........................6 3-6.5 Multi-prime contracts......,........................_.................7 Lands-- Not Shown or Indicated 4.3.2 and Easements 8.4 Notice of-- Availability of.............................................4.1,8.4 Acceptability of Project.....................................14.13 Reports and Tests......... .......8.4 Award,definition of,,,,,,, .1.25 Laws and Regulations--Laws or Regulations-- Claim ........... ........ ......... ... _..................... .....17.3 Bonds ........................................................5.1-5.2 Defects,13.1 Changes in the Work........................................10.4 Differing Subsurface or Physical Conditions......4.2.3 Contract Documents 3 1 Giving 17.1 CONTRACTOR's Responsibilities.....................6.14 Correction Period,defective Work....................13.12 Tests and Inspections.........................................13.3 Cost of the Work,taxes............... ...........11.4.5.4 Variation,Shop Drawing and Sample....I...........6.27 definition of 1.22 Notice to Proceed-- ........................................................ general6.14 definition of ,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,1.26 Indemnification........................................6.31-6.33 giving of ........, ....I..., ......,2.3 x EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Notification to Surety..............................................10.5 testing,independent.........................................13.4 Observations,by ENGINEER...........................6.30,9.2 use or occupancy Occupancy of the Work..................5.15,6.30.2.4, 14.10 of the Woik.......................... .15,6.30.2.4, 14.10 Omissions or acts by CONTRACTOR...............6.9,9.13 written consent or approval Open Peril policy form,Insurance..........................5.6.2 required.........................................9.1,6.3, 11.4 Option to Replace................. ........ ......... ......5.14 Article or Paragraph Number "Or Equal"Items......................................................6.7 Other work 7 Overtime Work--prohibition of.................................6.3 OWNER-- Acceptance of defective Work..........................13.13 appoint an ENGINEER......................................8.2 as fiduciary..............................................5.12-5.13 Availability of Lands,responsibility....................4.1 definition of 1.27 data,furnish......................................................8.3 May Correct Defective Work............................1.3.14 May refuse to make payment.............................1.4.7 May Stop the Work............. 13.10 May Suspend Work, Terminate...*............... .......8.8, 13.10, 15.1-15.4 Payment,make prompt.................„..8.3, 14.4, 14.13 performance of other work..................................7.1 permits and licenses,requirements...................6.13 purchased insurance requirements...............5.6-5.10 OWNER's-- Acceptance of the Work..............................6.30.2.5 Change Orders,obligation to execute..........8.6, 10.4 Communications 8.1 .................................................. Coordination of the Work 7.4 ................................... Disputes,request for decision............................9.11 Inspections,tests and approvals..................8.7, 13.4 Liability Insurance..............................................5.5 Notice of Defects 13.1 Representative--During Construction, ENGINEERs Status 9.1 Responsibilities— Asbestos,PCBs,Petroleum,Hazardous Waste or Radioactive Material 8.10 ................. Change Orders..............................................8.6 Changes in the Work...................................10.1 communications 8.1 CONTRACTORS responsibilities..................8.9 evidence of financial arrangements..............8,11 inspections,tests and approvals.....................8.7 insurance 8.5 ....................................................... lands and easements 8.4 prompt payment by........................................8.3 replacement of ENGINEER...........................8.2 reports and tests............................................8.4 stop or suspend Work..................8.8, 13.10, 15.1 terminate CONTRACTORS services..........................................8.8, 15.2 separate representative at site..............................9.3 Xi EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Article or Paragraph Article or Paragraph Number Number written notice required........................7.1,9.4,9.11, Shown or Indicated................................................. .3.1 ............. ......... .........11.2, 11.9, 14.7, 15.4 Technical Data ...........................................4.2.2 PCBs-- Preconstruction Conference 2.8 ........................................ definition of......................................................1.29 Preliminary Matters.....................................................2 general..............................................................4.5 Preliminary 2 Schedules.............................................. .6 OWNER's responsibility for...... .8.10 Premises,Use of.............................................6.16-6.18 Partial Utilization-- Price,Change of Contract...........................................I I definition of...............................*......._.............1.28 Price,Contract--definition of..................................1.11 general 6.30.2.4, 14.10 Progress Payment,Applications for..... ......... .......14.2 Property Insurance................ ...........................5.15 Progress Payment--retainage....................................14.2 Patent Fees and Royalties........................................6.12 Progress schedule,CONTRACTOR's............2.6,2.8,2.9, Payment Bonds....... ................................. 6.6,6.29, 10.4, 15.2.1 Payments,Recommendation of..............14.4-14.7, 14.13 Project--definition of...............................................1.31 Payments to CONTRACTOR and Completion-- Project Representative-- Application for ProgressPayments.... .................14.2 ENGINEER'S Status During Construction......,......9.3 CONTRACTOR's Warranty of Title...................14.3 Project Representative,Resident--definition of.........1.33 Final Application for Payment.........................14.12 prompt payment by OWNER.......... ......8.3 Final Inspection.............. ......... ..............14.11 Property Insurance— Final Payment and Acceptance................ Additional.........................................................5.7 general ............8.3, 14 general5.6-5.10 Partial Utilization............................................14.10 Partial Utilization...........,....................5.15, 14.10.2 Retainage..........................................................14.2 receipt and application of proceeds ..........5.12-5.13 Review of Applications for Protection,Safety and..............................6.20-6.21, 13.2 Progress Payments...............................14.4-14.7 Punch list ...........................................................I4.11 prompt payment..................................................8.3 Radioactive Material-- Schedule of Values 14.1 defmtion of 1.32 Substantial Completion.............................1.4.8-14.9 general4.5 Waiver of Claims......................._,...,.,.............14.15 OWNER's responsibility for,....... ........................ 8.10 when payments due........ ................. .14.4, 14.13 Recommendation of Payment ............14.4, 14.5,14.13 withholding payment.........................................14.7 Record Documents........................................6.19, 14.12 Performance Bonds............................................5.1-5.2 Records,procedures for maintaining........................... Permits 6.13 Reference Points 4.4 Petroleum-- Reference to Standards and Specifications definition of 1.30 of Technical Societies 3.3 general..............................................................4.5 Regulations,Laws and(or)......................................6.14 Rejecting Defective Work..........................................9.6 OWNER's responsibility for...............................8.10 Related Work-- Physical Conditions-- at Site ........................................................7.1-7.3 Drawings of,in or relating to........................4.2.1.2 Performed prior to Shop Drawings ENGINEER's review........................................4.2.4 and Samples submittals review.......,.......,....6.28 existing structures............................. ..............4.22 Remedies,cumulative........................ ........17.4,17.5 general 4.2.1.2..................................................................... Removal or Correction ofDefective Work...............13.11 Notice of Differing Subsurface or................ ......4.2.3 rental agreements,OWNER approval required.....11.4.5.3 Possible Contract Documents Change...............4.2.5 replacement of ENGINEER,by OWNER.....................8.2 Possible Price and Times Adjustments..............4.2.6 Reporting and Resolving Reports and Drawings......................................4.2.1 Discrepancies........................,........2.5,3.3.2,6.14.2 Subsurface and,.. ......... 4.2 Reports-- ......... ......... ....... Subsurface Conditions...................................4.2.1.1 and Drawings..................................,.....,......... .2.1 Technical Data,Limited Reliance by and Tests,OWNER's responsibility 8A CONTRACTOR Authorized.......................4.2.2 Resident and Project Representative-- Underground Facilities-- definition of....................................................1.33 general........................................................4.3 . Not Shown or Indicated 4.3.2 ............................... Protection of.........................................4.3,6.20 provision for.......................................... ..........9.3 xii EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Article or Paragraph Number Article or Paragraph Number Resident Superintendent,CONTRACTOR's................6.2 Responsibilities-- submittal required...............................................6.24.1 CONTRACTORS-in general..................................6 Submittal Procedures..., , „6.25 use to approve substitutions..............................6.7.3 Shown or Indicated 4.3.1 ENGINEERS-in general........................................9 Site Access......................................................7.2, 13.2 Limitations on 9.13 Site Cleanliness 6.17 OWNERs-in general.............................................8 Site,Visits to-- Retainage ............................................................14 2 by ENGINEER...........................................9.2, 13.2 Reuse of Documents.................................................3.7 by others................. .... .....................................13.2 Review by CONTRACTOR: Shop Drawings "special causes of loss"policy form, and Samples Prior to Submittal..........................6.25 insurance............................... 5.6.2 Review of Applications for definition of..... ......... ......... .......1.36 Progress Payments....................................14.4-14.7 Specifications-- Right to an adjustment............................................10.2 defnation of.............................................. ......1.36 Rights of Way..........................................................4.1 of Technical Societies,reference tq......,...........3.3.1 Royalties,Patent Fees and..... ......... ..............6.12 precedence......................................................3.3.3 Safe Structural Loading..........................................0.18 Standards and Specifications Safety-- of Technical Societies........................................3.3 and Protection................................4.3.2,6.16,6.18, Starting Construction,Before..............................2.5-2.8 .... ..... ......... ................ "'.6.20-6.21,7.2, 13.2 Starting the Work....................... .....2.4 .......................... general....*...............................................6.20-6.23 Stop or Suspend Work-- Representative,CONTRACTORs.. ...............6.21 by CONTRACTOR......................,,.,,,.,,,.,.........15.5 Samples-- by OWNER...... ......... .............8.8,13.10, 15.1 definition of1.34 Storage of materials and equipment.....................4.1,7.2 general .....* , .................6.24-6.28 Structural Loading,Safety...... ......... .................6.18 Review by CONTRACTOR ......... ...............6.25 Subcontractor-- Review by ENGINEER..............................6.26,6.27 Concerning................................................6.8-6.11 related Work 6.28 definition of 1.37 submittalof...................................................6.24.2 delays ............................................................12.3 submittal procedures.........................................6.25 waiver of rights.............._...._..........-_................6.11 Schedule of progress.............................2.6,2.8-2.9,6.6, Subcontractors--in general.................................6.8-6.11 .... .6.29, 10.4, 15.2.1 Subcontracts--required provisions.........5.11,6.11, 11.4.3 Schedule of Shop Drawing and Sample Submittals-- Submittals..............................2.6,2.8-2.9,6.24-6.28 Applications for Payment..............................._14.2 Schedule of Values..............................2.6,2.8-2.9, 14.1 Maintenance and Operation Manuals..............14.12 Schedules-- Procedures ....6.25 .................................................... Adherence to..................................................15.2.1 Progress Schedules......................................2.6,2.9 Adjusting...........................................................6.6 Samples...................................................6.24-6.28 Change of Contract Times.................................10.4 Schedule of Values........I............................2.6, 14.1 Initially Acceptable.......... ......... ...........2.8,2.9 Schedule of Shop Drawings and Samples Preliminary........................................................2.6 Submissions......................................2.6,2.8-2.9 Scope of Changes......................................10.3-10.4 Shop Drawings......................................... .24-6.28 Subsurface Conditions........................................4.2.1.1 Substantial Completion-- Shop Drawings-- certification of............................6.30.2.3, 14.8-14.9 and Samples,general.................................6.24-6.28 definition of.....................................................1.38 Change Orders&Applications for Substitute Construction Methods or Procedures........6.7.2 Payments,and.........................................9.7-9.9 Substitutes and"Or Equal'Items................................ 6.7 definition of.....................................................1.35 CONTRACTORS Expense...........................6.7.1.3 ENGINEERs approval of................................3.6.2 ENGINEERS Evaluation.................................6.7.3 ENGINEERS responsibility "Or-Equal"...................................................6.7.1.1 for review,..,_... *.... ,...... **.... *........... .7,6.24-6.28 Substitute Construction Methods related Work....................................................6.28 review procedures................................2.8,6.24-6.28 xiii EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Temporary construction facilities..........................I..4.1 Article or Paragraph Article or Paragraph Number Number or Procedures 6.7.2 Termination-- .............................................. Substitute Items............................................6.7.1.2 by CONTRACTOR............................................15.5 Subsurface and Physical Conditions-- by OWNER........................................8.8, 15.1-15.4 Drawings of,in or relatng to........................4.2.1.2 of ENGINEERs employment................................8.2 ENGINEER's Review..... ......... ...............4.2.4 Suspension of Work-in general..... ......... ........15 general.......,.... ..................4 2 Terms and Adjectives........... .............................. 3 4 Limited Reliance by CONTRACTOR Tests and Inspections-- Authorized................................................4.2.2 Access to the Work,by others...........................13.2 Notice of Differing Subsurface or CONTRACTOR's responsibilities. ......... .......13.5 Physical Conditions.........................................4.2.3 cost of 13.4 Physical Conditions.......................................4.2.1.2 covering Work prior to13.6-13.7 Possible Contract Documents Change...............4.2.5 Laws and Regulations(or)................................13.5 Possible Price andTimes Adjustments...............4.2.6 Notice of Defects...............................................13.1 Reports and Drawings.................. ................4.2.1 OWNER May Stop Work ........, .............._.13.10 Subsurface and... ......... ..4.2 OWNER's independent testing .13.4 Subsurface Conditions at the Site...................4.2.1.1 special,required by ENGINEER,,.,.,,..,,..,,,., Technical Data..................................,..............4.2.2 timely notice required .............................,......... 13.4 Supervision-- Uncovering the Work,at ENGINEERS CONTRACTORS responsibility..........................6.1 request.............................I...................13.8-13.9 OWNER shall not supervise ......... ......... ...„-„8.9 Times-- ENGINEER shall not supervise................9.2,9.13.2 Adjusting........................................................... .6 Superintendence ....................... .....6.2 Change of Contract., 12 ........ ......... Superintendent,CONTRACTORS resident...............6.2 Computation of.................................................17.2 Supplemental costs............................ ...........11.4.5 Contract Times--definition of...., ......... .......1.12 Supplementary Conditions-- day .... .........1.7.2.2 definition of 1.39 Milestones 12 principal references to.................1.10, 1.18,2.2,2.7, Requirements-- ......................4.2,4.3,5.1,5.3,5.4,5.6-5.9, appeals.................................................9.10, 16 ................5.11,6.8,6.13,7.4,8.11,9.3,9.10 clarifications, Supplementing Contract Documents.........................3.6 claims and disputes..................9.11, 11.2,12 Supplier-- Commencement of Contract Times,,,,,,,,,,,,,,,,2.3 definition of 1.40 Preconstruction Conference 2.8 principal references to...........3.7,6.5,6.8-6.11,6.20, schedules.........................................2.6,2.9,6.6 ............. ......... ...........6.24,9.13,14.12 Startingthe Work.... .........2.4 Waiver of Rights...............................................6.l l Title,Warranty of...................................................14.3 Surety-- Uncovering Work............................................13.8-13.9 consent to final payment........................14.12, 14.14 Underground Facilities,Physical Conditions-- ENGINEER has no duty to................................9.13 definition of.,,,,.,,,,.,,,,,,,, 1.41 Notification of..................................10.1, 10.5,15.2 Not Shown or Indicated...................................4.3.2 qualification of.. ......... ............5.1-5.3 protection of 4.3,6.20 Survival of Obligations...........................................6.34 Shown or Indicated.........................................4.3.1 Suspend Work,OWNER May ........ 3.10, 15.1 Unit Price Work-- ....... . Suspension of Work and Termination--......................15 claims ,,,.,,.,.,,,.,,,..,,.,.,,,,,,,,,-,,,......................11.9.3 CONTRACTOR May Stop Work definition of.... ......... .... ......... .......1.42 or Terminate...............................................15.5 genera111.9, 14.1, 14.5 OWNER May Suspend Work.............................15.1 Unit Prices-- OWNER May Terminate............................15.2-15.4 generall1.3.1 Taxes--Payment by CONTRACTOR.......................6.15 Determination for.............................................9.10 Technical Data-- Use of Premises................................6.16,6.18,6.30.2.4 Limited Reliance by CONTRACTOR................4.2.2 Utility owners............................6.13,6.20,7.1-7.3, 13.2 Possible Price and Times Adjustments..............4.2.6 Utilization,Partial., ............1.28,5.15,6.30.2.4,14.10 Reports of Differing Subsurface and Value of the Work..................................................11.3 Physical Conditions....................................4.2.3 Values, Schedule of ......... ............2.6,2.8-2.9, 14.1 xiv EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) Variations in Work--Minor Authorized........................................6.25,6.27,9.5 Article or Paragraph Number Visits to Site--by ENGINEER....................................9.2 Waiver of Claims--on Final Payment.....................14.15 Waiver of Rights by insured parties...... ...........5.11,6.11 Warranty and Guarantee,General--by CONTRACTOR................................................6.30 Warranty of Title,CONTRACTORs.......................14.3 Work-- Accessto..........................................................13.2 by others,­ 7 Changes in the........................... ....10 ...................... Continuing the.................................................. .29 CONTRACTOR May Stop Work or Terminate 15.5 ................................................ Coordination of 7.4 .................................................... Cost of the.................................................11.4-11.5 definition of 1.43 ........................................................ neglected by CONTRACTOR...........................13.14 other Work............................ ............. .......... ....... ..? OWNER May Stop Work.................................13.10 OWNER May Suspend Work...................13.10, 15.1 Related,Work at Site.....................................7.1-7.3 Starting the........................................................2.4 Stopping by CONTRACTOR.............................1.5.5 Stopping by OWNER,......................... ....... 15.1-15.4 Variation and deviation authorized,minor...........3.6 Work Change Directive-- claims pursuant to.............................................10.2 definition of 1.44 ........................................................ principal references to.......................3.5.3, 10.1-10.2 Written Amendment-- definition .45 1 of ........................................................ principal references to..............1.10,3.5,5.10,15.12, ........................6.6.2,6.8.2,6.19, 10.1, 10.4, ............................11.2, 12.1, 13.12.2,14.7.2 Written Clarifications and Interpretations...................................3.6.3,9.4,9.11 Written Notice Required-- by CONTRACTOR............................7.1,9.10-9.11, ...........................................10.4, 11.2, 12.1 by OWNER....................9.10-9.11, 10.4, 11.2, 13.14 xv EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) (This page left blank intentionally) xvi EJCDC GENERAL CONDITIONS 1910-8(1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) GENERAL CONDITIONS same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives,Field Orders and ENGINEERS ARTICLE 1—DEFINITIONS written interpretations and clarifications issued pursuant to paragraphs 3.5, 3.6.1 and 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the Wherever used in these General Conditions or in the other reports and drawings referred to in paragraphs 4.2.1 and Contract Documents the following terms have the 4.2.2 are not Contract Documents. meanings indicated which are applicable to both the singular and plural thereof: 1.11. Contract Price—The moneys payable by OWNER to CONTRACTOR for completion of the Work 1.1. Addenda--Written or graphic instruments issued in accordance with the Contract Documents as stated in prior to the opening of Bids which clarify, correct or the Agreement (subject to the provisions of change the Bidding Requirements or the Contract paragraph 11.9.1 in the case of Unit Price Work). Documents. 1.12. Contract Times—The numbers of days or the 1.2. Agreement—The written contract between OWNER dates stated in the Agreement: (1)to achieve Substantial and CONTRACTOR covering the Work to be performed; Completion, and(ii)to complete the Work so that it is other Contract Documents are attached to the Agreement ready for final payment as evidenced by ENGINEERs and made a part thereof as provided therein. written recommendation of final payment in accordance with paragraph 14.13. 1.3. Application for Payment--The form accepted by ENGINEER which is to be used by CONTRACTOR in 1.13. CONTRACTOR--The person,firm or corporation requesting progress or final payments and which is to be with whom OWNER has entered into the Agreement. accompanied by such supporting documentation as is required by the Contract Documents. 1.14. defective—An adjective which when modifying the word Work refers to Work that is unsatisfactory,faulty 1.4. Asbestos--Any material that contains more than one or deficient in that it does not conform to the Contract percent asbestos and is friable or is releasing asbestos fibers Documents, or does not meet the requirements of any into the air above current action levels established by the inspection,reference standard,test or approval referred to United States Occupational Safety and Health in the Contract Documents,or has been damaged prior to Administration. ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed 1.5. Bich-The offer or proposal of the bidder submitted by OWNER at Substantial Completion in accordance with on the prescribed form setting forth the prices for the Work paragraph 14.8 or 14.10). to be performed. 1.15. Drawings--The drawings which show the scope, 1.6. Bidding Documents--The advertisement or extent and character of the Work to be famished and invitation to Bid,instructions to bidders,the Bid form,and performed by CONTRACTOR and which have been the proposed Contract Documents(including all Addenda prepared or approved by ENGINEER and are referred to issued prior to receipt of Bids). in the Contract Documents. Shop drawings are not Drawings as so defined. 1.7. Bidding Requirements--The advertisement or invitation to Bid,instructions to bidders,and the Bid form. 1.16. Efective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, 1.8. Bonds—Performance and Payment bonds and other but if no such date is indicated it means the date on which instruments of security. the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.9. Change Order—A document recommended by ENGINEER, which is signed by CONTRACTOR and 1.17. ENGINEER—The person, firm or corporation OWNER and authorizes an addition,deletion or revision in named as such in the Agreement. the Work, or an adjustment in the Contract Price or the Contract Times,issued on or after the Effective Date of the 1.18. ENGINEER's Consultant--A person, firm or Agreement. corporation having a contract with ENGINEER to famish services as ENGINEERS independent professional 1.10. Contract Documents—The Agreement, Addenda associate or consultant with respect to the Project and who (which pertain to the Contract Documents), is identified as such in the Supplementary Conditions. CONTRACTORS Bid (including documentation accompanying the Bid and any post Bid documentation 1.19. Field Order—A written order issued by submitted prior to the Notice of Award)when attached as ENGINEER which orders minor changes in the Work in an exhibit to the Agreement, the Notice to Proceed, the accordance with paragraph 9.5 but which does not involve Bonds, these General Conditions, the Supplementary a change in the Contract Price or the Contract Times. Conditions, the Specifications and the Drawings as the EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 1 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) 1.20. General Requirements--Sections of Division 1 of 1954 (42 USC Section 2011 et seq.) as amended from the Specifications. time to time. 1.21. Hazardous Waste—The term Hazardous Waste shall 1.32.b. Regular Working Hours--Regular workinghours have the meaning provided in Section 1004 of the Solid are defined as 7:00am to 6:00pm unless otherwise Waste Disposal Act (42 USC Section 6903) as amended §pecified in the General Requirements. from time to time. 1.33. Resident Project Representative—The authorized 1.22.a. Laws and Regulations;Laws or Regulations--Any representative of ENGINEER who may be assigned to the and all applicable laws, rules, regulations, ordinances, site or any part thereof codes and orders of any and all governmental bodies, agencies,authorities and courts having jurisdiction 1.34. Samples—Physical examples of materials, equipment, or workmanship that are representative of 1.22.b.Legal Holidays—shall be those holidays observed some portion of the Work and which establish the by the City of Fort Collins. standards by which such portion of the Work will be judged. 1.23. Liens--Liens, charges, security interests or encumbrances upon real property or personal property. 1.35. Shop Drawings--All drawings, diagrams, illustrations, schedules and other data or information 1.24. Milestone--A principal event specified in the which are specifically prepared or assembled by or for Contract Documents relating to an intermediate completion CONTRACTOR and submitted by CONTRACTOR to date or time prior to Substantial Completion of all the Illustrate some portion of the Work. Work. 1.36. Specifications—Those portions of the Contract 1.25. Notice of Award—A written notice by OWNER to Documents consisting of written technical descriptions of the apparent successful bidder stating that upon compliance materials,equipment,construction systems,standards and by the apparent successful bidder with the conditions workmanship as applied to the Work and certain precedent enumerated therein, within the time specified, administrative details applicable thereto. OWNER will sign and deliver the Agreement. 1.37. Subcontractor--An individual,firm or corporation 1.26. Notice to Proceed—A written notice given by having a direct contract with CONTRACTOR or with any OWNER to CONTRACTOR(with a copy to ENGINEER) other Subcontractor for the performance of a part of the fixing the date on which the Contract Times will Work at the site. commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the 1.38. Substantial Completion--The Work (or a Contract Documents. specified part thereof)has progressed to the point where, in the opinion of ENGINEER as evidenced by 1.27. OWNER—The public body or authority, ENGINEER's definitive certificate of Substantial corporation, association, firm or person with whom Completion,it is sufficiently complete,in accordance with CONTRACTOR has entered into the Agreement and for the Contract Documents, so that the Work (or specified whom the Work is to be provided part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the 1.28. Partial Utilization—Use by OWNER of a Work is complete and ready for final payment as substantially completed part of the Work for the purpose evidenced by ENGINEER's written recommendation of for which it is intended (or a related purpose) prior to final payment in accordance with paragraph 14.13. The Substantial Completion of all the Work. terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to 1.29. PCBs—Polychlorinated biphenyls. Substantial Completion thereof. 1.30. Petroleum--Petroleum, including crude oil or any 1.39. Supplementary Conditions—The part of the fraction thereof which is liquid at standard conditions of Contract Documents which amends or supplements these temperature and pressure (60 degrees Fahrenheit and General Conditions. 14.7 pounds per square inch absolute), such as oil, petroleum,fuel oil,oil sludge,oil refuse,gasoline,kerosene 1.40. Supplier—A manufacturer, fabricator, supplier, and oil mixed with other non-Hazardous Wastes and crude distributor,materialman or vendor having a direct contract oils. with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the 1.31. Project—The total construction of which the Work Work by CONTRACTOR or any Subcontractor. to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract 1.41. Underground Facilities--All pipelines, conduits, Documents. ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments,and any encasements 1.32.a. Radioactive Material—Source, special nuclear, or containing such facilities which have been installed byproduct material as defined by the Atomic Energy Act of underground to famish any of the following services or 2 EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV V2000) materials: electricity, gases, steam, liquid petroleum if a Notice to Proceed is given,on the day indicated in the products, telephone or other communications, cable Notice to Proceed. ANotice to Proceed may be given at television, sewage and drainage removal, traffic or other any time within thirty days after the Effective Date of the control systems or water. Agreement in no eventwill the r,.. rast Times Gemme4we to nin lAtff than the sixtieth day after the day 1.42. Unit Price Work—Work to be paid for on the basis of unit prices. of the greement whichever date: earlier. 1.43. Work--The entire completed construction or the Starting the Work.- various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes 2.4. CONTRACTOR shall start to perform the Work and is the result of performing or furnishing labor and on the date when the Contract Times commence to run, furnishing and incorporating materials and equipment into but no Work shall be done at the site prior to the date on the construction,and performing or furnishing services and which the Contract Times commence to run furnishing documents, all as required by the Contract Documents. Before Starting Construction: 1.44. Work Change Directive—A written directive to 2.5. Before undertaking each part of the Work, CONTRACTOR, issued on or after the Effective Date of CONTRACTOR shall carefully study and compare the the Agreement and signed by OWNER and recommended Contract Documents and check and verify pertinent by ENGINEER, ordering an addition, deletion or revision figures shown thereon and all applicable field in the Work, or responding to differing or unforeseen measurements. CONTRACTOR shall promptly report in physical conditions under which the Work is to be writing to ENGINEER any conflict, error, ambiguity or performed as provided in paragraph4.2 or 4.3 or to discrepancy which CONTRACTOR may discover and emergencies under paragraph 6.23. A Work Change shall obtain a written interpretation or clarification from Directive will not change the Contract Price or the Contract ENGINEER before proceeding with any Work affected Times, but is evidence that the parties expect that the thereby;however,CONTRACTOR shall not be liable to change directed or documented by a Work Change OWNER or ENGINEER for failure to report any conflict, Directive will be incorporated in a subsequently issued error, ambiguity or discrepancy in the Contract Change Order following negotiations by the parties as to its Documents, unless CONTRACTOR knew or reasonably effect, if any, on the Contract Price or Contract Times as should have known thereof provided in paragraph 10.2. 2.6. Within ten days after the Effective Date of the 1.45. Written Amendment--A written amendment of the Agreement (unless otherwise specified in the General Contract Documents, signed by OWNER and Requirements), CONTRACTOR shall submit to CONTRACTOR on or after the Effective Date of the ENGINEER for review: Agreement and normally dealing with the nonengineermg or nontechnical rather than strictly construction-related 2.6.1. a preliminary progress schedule indicating aspects of the Contract Documents. the times(numbers of days or dates)for starting and completing the various stages of the Work,including any Milestones specified in the Contract Documents; ARTICLE 2—PRELIMINARY MATTERS 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting,reviewing and Delivery of Bonds: processing such submittal; 2.1. When CONTRACTOR delivers the executed 2.6.2.1. In no case will a schedule be Agreements to OWNER, CONTRACTOR shall also acceptable which allows less than 21 calendar deliver to OWNER such Bonds as CONTRACTOR may days for each review by Engineer. be required to filrnish in accordance with paragraph 5.1. 2.6.3. A preliminary schedule of values for all of Copies of Documents: the Work which will include quantities and prices of items aggregating the Contract Price and will 2.2. OWNER shall furnish to CONTRACTOR up to ten subdivide the Work into component parts in sufficient copies (unless otherwise specified in the Supplementary detail to serve as the basis for progress payments Conditions) of the Contract Documents as are reasonably during construction Such prices will include an necessary for the execution of the Work. Additional copies appropriate amount of overhead and profit applicable will be furnished,upon request,at the cost of reproduction. to each item of Work. Commencement of Contract Times;Notice to Proceed 2.7. Before any Work at the site is started, CONTRACTOR and GVP shall each deliver to the 2.3. The Contract Times will commence to run on the ether OWNER, with copies to each additional insure thirtieth day after the Effective Date of the Agreement,or, ENGINEER EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 3 wI CITY OF FORT COLLINS MODIFICATIONS(REV 412000) certificates of insurance (and other evidence of insurance describe a functionally complete Project(or part thereof) ..h el, eit1w of ♦her addi+:,.,...1 imwed Iney to be constructed in accordance with the Contract reasenabb, requ requested by OWNER) which Documents. Any Work,materials or equipment that may CONTRACTOR-and^`z T T°n-e e ti.,el„,.-e is required reasonably be inferred from the Contract Documents or to purchase and maintain in accordance with from prevailing custom or trade usage as being required to paragraphs 5.4 5.6 and 5.7. produce the intended result will be furnished and performed whether or not specifically called for. When Preconstruction Conference: words or phrases which have a well-known technical or construction industry or trade meaning are used to 2.8. Within twenty days after the Contract Times start to describe Work, materials or equipment, such words or run,but before any Work at the site is started,a conference phrases shall be interpreted in accordance with that attended by CONTRACTOR, ENGINEER and others as meaning.Clarifications and interpretations of the Contract appropriate will be held to establish a working Documents shall be issued by ENGINEER as provided in understanding among the parties as to the Work and to paragraph9.4. discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other 3.3. Reference to Standards and Specifications of submittals processing Applications for Payment and Technical Societies; Reporting and Resolving maintaining required records. Discrepancies: Initially Acceptable Schedules: 3.3.1. Reference to standards, specifications, manuals or codes of any technical society,organization 2.9. Unless otherwise provided in the Contract or association, or to the Laws or Regulations of any Documents a4 least ten days befefe submissien ef the fkst governmental authority, whether such reference be Application F-U.,yme„+before any work at the site begins, specific or by implication, shall mean the latest a conference attended by CONTRACTOR, ENGINEER standard, specification, manual, code or Laws or and others as appropriate designated by OWNER will be Regulations in effect at the time of opening of Bids(or, held to review for acceptability to ENGINEER as provided on the Effective Date of the Agreement if there were below the schedules submitted in accordance with no Bids), except as may be otherwise specifically paragraph 2.6. and Division I - General Requirements. stated in the Contract Documents. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit 3.3.2. I� during the performance of the Work, the schedules. No progress payment shall be made to CONTRACTOR discovers any conflict, error, CONTRACTOR until the schedules are submitted to and ambiguity or discrepancy within the Contract acceptable to ENGINEER as provided below. The Documents or between the Contract Documents and progress schedule will be acceptable to ENGINEER as any provision of any such Law or Regulation providing an orderly progression of the Work to applicable to the performance of the Work or of any completion within any specified Milestones and the such standard,specification,manual or code or of any Contract Times,but such acceptance will neither impose on instruction of any Supplier referred to in paragraph 6.5, ENGINEER responsibility for the sequencing, scheduling CONTRACTOR shall report it to ENGINEER in or progress of the Work nor interfere with or relieve writing at once, and, CONTRACTOR shall not CONTRACTOR from CONTRACTOR's full proceed with the Work affected thereby(except in an responsibility therefor. CONTRACTOR's schedule of emergency as authorized by paragraph 6.23)until an Shop Drawing and Sample submissions will be acceptable amendment or supplement to the Contract Documents to ENGINEER as providing a workable arrangement for has been issued by one of the methods indicated in reviewing and processing the required submittals paragraph 3.5 or 3.6; provided, however, that CONTRACTOR's schedule of values will be acceptable to CONTRACTOR shall not be liable to OWNER or ENGINEER as to form and substance. ENGINEER for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have ARTICLE 3--CONTRACT DOCUMENTS: INTENT, known thereof. AMENDING,REUSE 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the Intent: methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall take 3.1. The Contract Documents comprise the entire precedence in resolving any conflict, error, ambiguity agreement between OWNER and CONTRACTOR or discrepancy between the provisions of the Contract concerning the Work. The Contract Documents are Documents and: complementary;what is called for by one is as binding as if called for by all. The Contract Documents will be 3.3.3.1. the provisions of any such standard, construed in accordance with the law of the place of the specification,manual,code or instruction(whether Project. or not specifically incorporated by reference in the 3.2. It is the intent of the Contract Documents to Contract Documents);or 4 EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) 3.3.3.2. the provisions of any such Laws or 3.5.3. a Work Change Directive (pursuant to Regulations applicable to the performance of the paragraph 10.1). Work (unless such an interpretation of the provisions of the Contract Documents would result 3.6. In addition, the requirements of the Contract in violation of such Law or Regulation). Documents may be supplemented, and minor variations and deviations in the Work may be authorized,in one or 3.3.4. In the event of conflicting or ambiguous more of the following ways: provisions within the Contract Documents, specifications will take precedence over the drawings 3.6.1. A Field Order(pursuant to paragraph 9.5), and addenda will take precedence over both. Notwithstanding the foregoing, the more specific 3.6.2. ENGINEER's approval of a Shop Drawing or provision will take precedence over the less specific;the Sample(pursuant to paragraphs 6.26 and 6.27),or more stringent will take precedence over the less stringent;the more expensive item will take precedence 3.6.3. ENGINEER's written interpretation or over the less expensive. On all drawings,figures take clarification(pursuant to paragraph 9.4). precedence over scaled dimensions. Scaling of dimensions, if done, is done at the CONTRACTOR'S Reuse of Documents: own risk. 3.7. CONTRACTOR, and any Subcontractor or No provision of any such standard,specification,manual, Supplier or other person or organization performing or code or instruction shall be effective to change the duties furnishing any of the Work under a direct or indirect and responsibilities of OWNER, CONTRACTOR or contract with OWNER(i) shall not have or acquire any ENGINEER, or any of their subcontractors, consultants, title to or ownership rights in any of the Drawings, agents or employees from those set forth in the Contract Specifications or other documents (or copies of any Documents,nor shall it be effective to assign to OWNER, thereof)prepared by or bearing the seal of ENGINEER or ENGINEER or any of ENGINEER's Consultants,agents or ENGINEER's Consultant, and(ii) shall not reuse any of employees any duty or authority to supervise or direct the such Drawings,Specifications,other documents or copies furnishing or performance of the Work or any duty or on extensions of the Project or any other project without authority to undertake responsibility inconsistent with the written consent of OWNER and ENGINEER and specific provisions of paragraph 9.13 or any other provision of the written verification or adaptation by ENGINEER. Contract Documents. 3.4. Whenever in the Contract Documents the terms"as ARTICLE 4--AVAILABII,TTY OF LANDS; ordered", "as directed", "as required", "as allowed", "as SUBSURFACE AND PHYSICAL CONDITIONS; approved" or terms of like effect or import are used,or the REFERENCE POINTS adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work,it is intended that Availability of Lands: such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for 4.1. OWNER shall furnish,as indicated in the Contract compliance with the requirements of and information in the Documents, the lands upon which the Work is to be Contract Documents and conformance with the design performed, rights-of-way and easements for access concept of the completed Project as a functioning whole as thereto,and such other lands which are designated for the shown or indicated in the Contract Documents(unless there use of CONTRACTOR Upon reasonable•-fitten request is a specific statement indicating otherwise). The use of OWNER shall furnish CONTRACTOR CTO with any such term or adjective shall not be effective to assign to statement of_ee _a legal tWe and legal deseFiptie of th ENGINEER any duty or authority to supervise or direct the lands upen ,„hiA the Work is to be pef f,med And furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the ae ,.lone, with appheable T^ ^ ^^a D00—flations Contract Documents. OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of Amending and Supplementing Contract Documents: lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for 3.5. The Contract Documents may be amended to permanent structures or permanent changes in existing provide for additions, deletions and revisions in the Work facilities will be obtained and paid for by OWNER unless or to modify the terms and conditions thereof in one or otherwise provided in the Contract Documents. If more of the following ways: CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments 3.5.1. a formal Written Amendment, in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands,rigbts-of- 3.5.2. a Change Order(pursuant to paragraph 10.4), way or easements, CONTRACTOR may make a claim or therefor as provided in Articles 11 and 12. EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 5 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) CONTRACTOR shall provide for all additional lands and indicated in the Contract Documents,or access thereto that may be required for temporary construction facilities or storage of materials and 4.2.3.4. is of an unusual nature, and differs equipment. materially from conditions ordinarily encountered and generally recognized as inherent in work of 4.2. Subsurface and Physical Conditions: the character provided for in the Contract Documents;then 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of: CONTRACTOR shall, promptly immediately after becoming aware thereof and before further disturbing 4.2.1.1. Subsurface Conditions: Those reports of conditions affected thereby or performing any Work in explorations and tests of subsurface conditions at or connection therewith (except in an emergency as contiguous to the site that have been utilized by permitted by paragraph 6.23), notify OWNER and ENGINEER in preparing the Contract Documents; ENGINEER in writing about such condition. and CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith(except as 4.2.1.2. Physical Conditions: Those drawings of aforesaid)until receipt of written order to do so. physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site 4.2.4. ENGINEER's Review: ENGINEER will (except Underground Facilities) that have been promptly review the pertinent conditions, determine the utilized by ENGINEER in preparing the Contract necessity of OWNER's obtaining additional exploration or Documents. tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's 4.2.2. Limited Reliance by CONTRACTOR Authorized,- findings and conclusions. Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such 4.2.5. Possible Contract Documents Change: If reports and drawings,but such reports and drawings are not ENGINEER concludes that a change in the Contract Contract Documents. Such"technical data"is identified in Documents is required as a result of a condition that meets the Supplementary Conditions. Except for such reliance on one or more of the categories in paragraph 4.2.3,a Work such"technical data",CONTRACTOR may not rely upon Change Directive or a Change Order will be issued as or make any claim against OWNER,ENGINEER or any of provided in Article 10 to reflect and document the ENGINEER's Consultants with respect to: consequences of such change. 4.2.2.1. the completeness of such reports and 4.2.6. Possible Price and Times Adjustments: An drawings for CONTRACTOWs purposes, equitable adjustment in the Contract Price or in the including, but not limited to, any aspects of the Contract Times,or both,will be allowed to the extent that means, methods, techniques, sequences and the existence of such uncovered or revealed condition procedures of construction to be employed by causes an increase or decrease in CONTRACTOR's cost CONTRACTOR and safety precautions and of,or time required for performance of�the Work;subject, programs incident thereto,or however,to the following: 4.2.2.2. other data, interpretations, opinions 4.2.6.1. such condition must meet any one or and information contained in such reports or shown more of the categories described in or indicated in such drawings,or paragraphs 4.2.3.1 through 4.2.3.4,inclusive; 4.2.2.3. any CONTRACTOR interpretation of 4.2.6.2. a change in the Contract Documents or conclusion drawn from any "technical data" or pursuant to paragraph 4.2.5 will not be an any such data, interpretations, opinions or automatic authorization of nor a condition information. precedent to entitlement to any such adjustment; 4.2.3. Notice of Differing Subsurface or Physical 4.2.6.3. with respect to Work that is paid for Conditions: If CONTRACTOR believes that any on a Unit Price Basis,any adjustment in Contract subsurface or physical condition at or contiguous to the site Price will be subject to the provisions of that is uncovered or revealed either: paragraphs 9.10 and 11.9,and 4.2.3.1. is of such a nature as to establish that 4.2.6.4. CONTRACTOR shall not be entitled any "technical data" on which CONTRACTOR is to any adjustment in the Contract Price or Times entitled to rely as provided in paragraphs 4.2.1 and if, 4.2.2 is materially inaccurate,or 4.2.6.4.1. CONTRACTOR knew of 4.2.3.2. is of such a nature as to require a the existence of such conditions at the change in the Contract Documents,or time CONTRACTOR made a final commitment to OWNER in respect of 4.2.3.3. differs materially from that shown or Contract Price and Contract Times by the 6 EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) submission of a bid or becoming bound give written notice to that owner and to OWNER and under a negotiated contract;or ENGINEER ENGINEER will promptly review the Underground Facility and determine the extent, if 4.2.6.4.2. the existence of such any, to which a change is required in the Contract condition could reasonably have been Documents to reflect and document the consequences discovered or revealed as a result of any of the existence of the Underground Facility. If examination; investigation, exploration, ENGINEER concludes that a change in the Contract test or study of the site and contiguous Documents is required,a Work Change Directive or a areas required by the Bidding Change Order will be issued as provided in Article 10 Requirements or Contract Documents to be to reflect and document such consequences. During conducted by or for CONTRACTOR prior such time, CONTRACTOR shall be responsible for to CONTRACTOR's making such final the safety and protection of such Underground commitment;or Facility as provided in paragraph 6.20. CONTRACTOR shall may be allowed an increase in 4.2.6.4.3. CONTRACTOR failed to the Contract Price or an extension of the Contract give the written notice within the time and Times,or both,to the extent that they are attributable as required by paragraph 4.2.3. to the existence of any Underground Facility that was not shown or indicated in the Contract Documents If OWNER and CONTRACTOR are unable to agree on and that CONTRACTOR did not know of and could entitlement to or as to the amount or length of any such not reasonably have been expected to be aware of or equitable adjustment in the Contract Price or Contract to have anticipated. If OWNER and CONTRACTOR Times, a claim may be made therefor as provided in are unable to agree on entitlement to or the amount or Articles 11 and 12. However,OWNER,ENGINEER and length of any such adjustment in Contract Price or ENGINEER's Consultants shall not be liable to Contract Times,CONTRACTOR may make a claim CONTRACTOR for any claims, costs, losses or damages therefor as provided in Articles 11 and 12. However, sustained by CONTRACTOR on or in connection with any OWNER, ENGINEER and ENGINEER's other project or anticipated project Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or 4.3. Physical Conditions—Underground Facilities: sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3.1. Shown orindicate& The information and data shown or indicated in the Contract Documents with Reference Points.- respect to existing Underground Facilities at or contiguous to the site is based on information and data 4.4. OWNER shall provide engineering surveys to furnished to OWNER or ENGINEER by the owners of establish reference points for construction which in such Underground Facilities or by others. Unless it is ENGINEER's judgment are necessary to enable otherwise expressly provided in the Supplementary CONTRACTOR to proceed with the Work. Conditions: CONTRACTOR shall be responsible for laying out the Work,shall protect and preserve the established reference 4.3.1.1. OWNER and ENGINEER shall not be points and shall make no changes or relocations without responsible for the accuracy or completeness of any the prior written approval of OWNER CONTRACTOR such information or data;and shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of 4.3.1.2. The cost of all of the following will be necessary changes in grades or locations, and shall be included in the Contract Price and CONTRACTOR responsible for the accurate replacement or relocation of shall have full responsibility for: (i)reviewing and such reference points by professionally qualified checking all such information and data,(ii)locating personnel. all Underground Facilities shown or indicated in the Contract Documents,(iii)coordination of the Work 4.5. Asbestos,PCBs,Petroleum,Hazardous Waste or with the owners of such Underground Facilities Radioactive Material: during construction, and (iv)the safety and protection of all such Underground Facilities as 4.5.1. OWNER shall be responsible for any provided in paragraph 6.20 and repairing any Asbestos, PCBs, Petroleum, Hazardous Waste or damage thereto resulting from the Work. Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or 4.3.2. Not Shown or Indicated: If an Underground Specifications or identified in the Contract Facility is uncovered or revealed at or contiguous to Documents to be within the scope of the Work and the site which was not shown or indicated in the which may present a substantial danger to persons or Contract Documents,CONTRACTOR shall,promptly property exposed thereto in connection with the Work immediately after becoming aware thereof and before at the site. OWNER shall not be responsible for any further disturbing conditions affected thereby or such materials brought to the site by performing any Work in connection therewith(except CONTRACTOR, Subcontractors, Suppliers or in an emergency as required by paragraph 6.23), anyone else for whom CONTRACTOR is identify the owner of such Underground Facility and responsible. EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 7 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) 4.5.2 CON1Tn A CTnn shall immediately: (i)stop^l l ARTICLE 5--BONDS AND INSURANCE as fequ4ed by paFagmph 6.233Tand 00 notify Performance,Payment and Other Bonds: consult with ENG]NEER concerning the necessity 5.1. CONTRACTOR shall furnish Performance and OWNER to retain^ qualified expert to e all to such payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and G9�aRAGTOR shall not be required to fesufne payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect .el. ^fF ete,l afea until .1ftef 0AWER has ebtainea at least until one year after the date when final payment any required permits related thefd-e and delivered t becomes due, except as provided otherwise by Laws or 00 iTRACTO speeialvaitterlfietiee: r� Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents Work may be resumed safely. �7 if r,.Wr E ^,.,1 except as provided otherwise by Laws or Regulations and shall be executed by such sureties as are named in the of a, adjustrnerA, if any, in current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Work stoppage or such special eend tions under.,.hi Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff Bureau of either,,arty may make^ claim thefer r as yided in Government Financial Operations, U.S.Treasury A-ti^'es 1 and 12. Department All Bonds signed by an agent must be accompanied by a certified copy of such agents authority 4 c z If after_e ipt f such s :^l . .:tten 41ati^e to act. CONTRACTOR does not agree to resume such w based a .. _,.....,._ ble belief:t is unsafe, of gees_et 5.2. If the surety on any Bond furnished by agree resume such Work under ^h speoia CONTRACTOR is declared a bankrupt or becomes .,.,l:iers thenQAIIl ,.cn . _,le_ sueh portion of insolvent or its right to do business is terminated in any the Work that is in oonnection with such hazardous state where any part of the Project is located or it ceases to ^,.nd tion or in sueh ffe,et d sfee W be deleted a...m meet the requirements of paragraph 5.1,CONTRACTOR the WorL if OWNER and CONTRACTOR ^ ..,,+ shall within ten days thereafter substitute another Bond agFee ..to°.tide.-ent to er♦l,e A .nt PA:e..te..t,. An and Surety,both of which must be acceptable to OWNER adjustmeM if any,in Contract Price or Contract Times g suoh portion of t>,e WeFk,tl a 5.3. Licensed Sureties and Insurers; Certificates of either paity may make a claim thmfor as providod in Insurance: porti �x n of the Work performed1. n�x7l rcn^ 5.3.1. All Bonds and insurance required by the r revs or ed e_s _d—An ee,iv l A•'i^'^' Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained 4.5.4. To the fullest e.&-i# permitted by Laws and from surety or insurance companies that are duly PwVlatieiis, QVP4R—R --hall in-, mnify and hold licensed or authorized in the jurisdiction in which the ;mleS„ C�NlTn A T-O Subeontmetem- Project is located to issue Bonds or insurance policies for the limits and coverages so required Such surety efficers, difeeters, employees; agerlts, ether and insurance companies shall also meet such Ann,nihnnts And of meh and additional requirements and qualifications as may be provided in the Supplementary Conditions. M�deus such , 5.3.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the sickness,disease or deetl, or to iii uiy t or de,t..., ion Supplementary Conditions, certificates of insurance f t..., ble property ( the_ than the W a. kself, (and other evidence of insurance requested by oludirg the loss ofuse resulting a,eie�e. �a OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain OVAIWin t,.:..,ae,.nify any persen of entity a-am an in accordance with paragraph 5.4. n.x�,.,co�.z,�s'en delweF to Gt CO.�qn A�Tn wth eapies—te em own negligenee. Cewhtieri,,eetiseates of i I I PARr 4.5.5 The provisions of paragraphs 4.2 and 411 evidence of insurance requested by C-, NT R ACT 0R L-iaZATdca3^ \I7..Sfe or Radioactive Material uncovere ..,,wed to purchase an maintainaccordance in .:,OF ea1e,1 A tl,e^ y a*5.6 arA 5.7 hprenf 8 EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV V2000) CONTRACTOR's Liability Insurance. 5.4.10. include contractual liability insurance covering CONTRACTOR's indemnity obligations 5.4. CONTRACTOR shall purchase and maintain such under paragraphs 6.12,6.16 and 6.31 through 6.33; liability and other insurance as is appropriate for the Work being performed and furnished and as will provide 5.4.11. contain a provision or endorsement that the protection from claims set forth below which may arise out coverage afforded will not be cancelled, materially of or result from CONTRACTOR's performance and changed or renewal refused until at least thirty days' furnishing of the Work and CONTRACTOR's other prior written notice has been given to OWNER and obligations under the Contract Documents,whether it is to CONTRACTOR and to each other additional insured be performed or furnished by CONTRACTOR, any identified in the Supplementary Conditions to whom Subcontractor or Supplier, or by anyone directly or a certificate of insurance has been issued (and the indirectly employed by any of them to perform or furnish certificates of insurance furnished by the any of the Work,or by anyone for whose acts any of them CONTRACTOR pursuant to paragraph 5.3.2 will so may be liable: provide); 5.4.1. claims under workers'compensation,disability 5.4.12. remain in effect at least until final payment benefits and other similar employee benefit acts; and at all times thereafter when CONTRACTOR may be correcting,removing or replacing defective Work 5.4.2. claims for damages because of bodily injury, in accordance with paragraph 13.12;and occupational sickness or disease, or death of CONTRACTOR's employees, 5.4.13. with respect to completed operations insurance, and any insurance coverage written on a 5.4.3. claims for damages because of bodily injury, claims-made basis, remain in effect for at least two sickness or disease,or death of any person other than years after final payment(and CONTRACTOR shall CONTRACTOR's employees; famish OWNER and each other additional insured identified in the Supplementary Conditions to whom 5.4.4. claims for damages insured by customary a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional (i)by any suit of an offense directly^ insured of continuation of such insurance at final payment and one year thereafter). CONTRACT 01 r (ii)by a other p n for a OWNER's Liability Insurance: 5.4.5. claims for damages, other than to the Work 5.5. In addition to insurance required to be provided itself; because of injury to or destruction of tangible by CONTRACTOR under paragraph 5.4, OWNER, at property wherever located, including loss of use OWNER's option, may purchase and maintain at resulting therefrom;and OWNER's expense OWNER's own liability insurance as will protect OWNER against claims which may arise from 5.4.6. claims for damages because of bodily injury or operations under the Contract Documents. death of any person or property damage arising out of the ownership, maintenance or use of any motor Property Insurance: vehicle. Unless otherwise provided in the Cupple..,e„tal7y The policies of insurance so required by this paragraph 5.4 POR&tiio s;Q 2 �ED shall=Pure^se and maintain to be purchased and maintained shall: surance upon the Work at the site in the am „C he full eplaeeme..t cost ther-eaf (subje,a to .el. 5.4.7. with respect to insurance required by dedt etible Am cups as may be—prEwided in th paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9SupplemerAary Gen&fiens or required by Laws end include as additional insureds (subject to any customary exclusion in respect of professional liability), OWNER, ENGINEER, ENGINEER's 5.6.1.is de the interests e€ OIAPM- , Consultants and any other persons or entities identified CO1`TTD.�t TOPLSubeentraeter^ IGMER; in the Supplementary Conditions,all of whom shall be listed as additional insureds,and include coverage for entities idenAified i the Supplementary Conditions the respective officers and employees of all such each ef whem is deemed to have an 4wdrable interest additional insureds; , 5.4.8. include the specific coverages and be written 5.6.2. bevffism en a Buildefs Risk "al Fisk" for not less than the limits of liability provided in the open Peril OF speeial Causes of less p0hey form that Supplementary Conditions or required by Laws or shall at least include insurance a physical loss or Regulations,whichever is greater; and Work in transit and shall insure against at lea 5.4.9. include completed operations insurance; the following erik fre—lighbling, extended EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 9 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) r1.eR vandalism and malicious mischief, commencement of the Work at the site OWNER ;sha11 at e, eal'lapse :r ,. debris removal demolition m :,, :advise CONTRACTOR...l,erl..e_of m. such eth WE'ai--oa}Hage, ••a such ,.rl..e_ e_ils as may b 5.11.Wwi;er ofRigkts.-- eincludeincurred in the repair or 5.11.1. OlxN>;R and CONTRACTOR intend that att limited toems and charges of enginee s—a�-n and 5.7 . ll ....,.re,.+ OW MR; GQ>qD ACTOP, a.. LTr/`_Tl E LTTC_7NRER� �oal9E6RauEtEf^�rzvvsr���wsvr.LxcS Consultants and all other persens eF entities idm#ified 5.6.4. cover-materials and equipment aterea at the site in the e.. pleme...ta_y Conditions to be listed as OWNER _ to being . _ tea in the We_l. ill pro,:de prffnary coverage for- all leased and previded that gudh materiAlq mid equipment have been damages carused by the perils Gaver-ed the4eby. Al by in the event of«.., ent of any loss or damage the insunrs .,ill have me r;gMs of reee,rer,,aga;nat any 0 c 6 G l.e.n :.#-Mined in efF et until final payrn ear the=imuredS ater-additional—aa'ei.dq the-femAder made uriless otherwise agreed to in wfking by 91AINER and GG�,aRAGTOR waive all nloi—ts against ael. °Auer and the:_ respeet:..a effseera dt.;.+.. days' written native to eaeh ether add;t;en d:_eatora employees and n e..ta for all losses and «ed + whom a ft:f Bate eF: e has been issued_ any of the riles oevered by al el' e and any 5.7. GWNER Shall purehase and fna�#ain sueh boi—lef i-11 Aa—dditiei% waive all sueh rights against &ibeO t aEt6FS, lva aEP, ENGT-WERR'S OWNER; CONTRACT/lD Subo..nt_aar..ra LTT!'_1 MER ; ds or additional insureds under such policies lease ens-,xnd-damages-so eaused. 1r:Elne off tile-ahem'e identified;n the Supplementary Conditions,each of whomwaivers shall extend to the rights than any pstir insurancean insured or additional insured held by OVINE s trustee or otherwise 5.8. All the policies of insurance(and the a rt f:aates a otl,e_ °..:dense d,ereef) _equifed to be .....rel.aaea and 5.11.2. lnadditien, OWI�ean ...,.:wee ..11 rights mainta�ml by OWNER in accordance with paragraphs 5.6 against EONTT- T0k subwnteaster z r.rn_I1.rcI:o L nrn_rnrc>;o�,. �........1+,...+,. ,,..a PiERiC3 Z{]IC[�1G covuage afferded will not be cancelled or materially offieem directors; employees and agents of any of dta ea of fenewal refused until at least 44i -. days'pFieF +l..e feri vffitten notice '-s been given to OlAaTER and GG1 F RAC40R and to aeh e+l.a« add:r:e...a1 : «ad + 5.11.2.1. less due te business 44erFuptieft less whora a eeAifieate of ins�ee has been issued And will of use or other oansequential less exte-n—di-n—g s ntain waiver Pre.11, a in asee-rdanee. vita beyond direa physioal lossaF a f'ai 8gi-up hr�-r 51-i1-i- of of_ ..lti.,e from f:_e 5.9. OWNER shall not be responsible for purchasing ;Nhe4-hey of no-A in -and and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in 5 r.2 1 na or damage to the ee...nletea the Work to the°..tent of any ded..—,le amounts that.. Rr eat., .....,+t1..ereeF aa..aed L... afisfiv Out eF.._ le within eh identified ded.oible ameunt will be l.e l..rpro e.+., hisumme maintained on the by CO gPACTOR Subeent_aet.._a etl..en.surf_:....a cemplated R_e:ear .._ ..a.t tl.e«eef by lllxll lx:R ah to and if aRy of the wishes property 4isufanee d'ufing partial utilization puf&aant to purchase and rna:#a;n it at the n„_ehaseVs own e.n.eme not to paragraph 14. final 4 e a&r n ant n ,nder pol;a;e providedn aphs e 6 or e 7 OLWInMR any less damage, consequential leas ref3rred to;n thereof will be charged to CONTRACTOR by appropriate in the event of payment of a such loss damage .. Change Oder eF Wnden Amendment. l60r—t6 Gensequential loss the 4mviriffs will have n fights of EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition) 10 w/CITY OF FORT COLLINS MODIFICATIONS(REV V2000) recovery against^ of CONTRACTOR, Subcontractors, Completion of all the Work, such use or occupancy may , be accomplished in accordance with paragraph 14.10; them. provided that no such use or occupancy shall commence before the insurers providing the property insurance have ReceiptandApplication of Insurance Proceeds.• acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers 5.12. Any insured loss under the policies of insurance providing the property insurance shall consent by required by paragraphs 5.6 and 5.7 will be adjusted with endorsement on the policy or policies, but the property OWNER and made payable to OWNER as fiduciary for the insurance shall not be cancelled or permitted to lapse on insureds, as their interests may appear, subject to the account of any such partial use or occupancy. requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so received, and shall distribute it in ARTICLE 6--CONTRACTOR'S accordance with such agreement as the parties in interest RESPONSIBILITIES may reach If no other special agreement is reached the damaged Work shall be repaired or replaced,the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Supervision and Superintendence: Written Amendment. 6.1. CONTRACTOR shall supervise, inspect and 5.13. OWNER as fiduciary shall have power to adjust direct the Work competently and efficiently, devoting and settle any loss with the insurers unless one of the such attention thereto and applying such skills and parties in interest shall object in writing within fifteen days expertise as may be necessary to perform the Work in after the occurrence of loss to OWNER's exercise of this accordance with the Contract Documents. power. If such objection be made, OWNER as fiduciary CONTRACTOR shall be solely responsible for the means, shall make settlement with the insurers in accordance with methods, techniques, sequences and procedures of such agreement as the parties in interest may reach If no construction,but CONTRACTOR shall not be responsible such agreement among the parties in interest is reached, for the negligence of others in the design or specification OWNER as fiduciary shall adjust and settle the loss with of a specific means, method, technique, sequence or the insurers and :f 1equired in w^i"^^ by any party in procedure of construction which is shown or indicated in mte,.e^t OWNER as fidu iary sha]4 g4ve bend-1 c Ale and expressly required by the Contract Documents. proper perform ance of such dutie . CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Acceptance of Bonds and Insurance;Option to Replace: Documents. 5.14. If ether p (OWNER or CONTRACTOR) 6.2. CONTRACTOR shall keep on the Work at all OWNER has any objection to the coverage afforded by or times during its progress a competent resident other provisions of the Bends insurance required to be superintendent,who shall not be replaced without written purchased and maintained by the ethff pafty notice to OWNER and ENGINEER except under CONTRACTOR in accordance with Article 5 on the basis extraordinary circumstances. The superintendent will be of non-conformance with the Contract Documents, the CONTRACTOR'representative at the site and shall have OWNER will authority to act on behalf of CONTRACTOR. All notify CONTRACTOR in writing within ten fifteen days communications to the superintendent shall be as binding after receipt delivery of the certificates(or etheF evidence as if given to CONTRACTOR Fegxested) to OWNER as required by paragraph 2.7. OWNER and CONTRACTOR shall each provide to th Labor,Materials and Equipment: provided ^^ hem'-request if e lh 6.3. CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out and pi a of sush party by the C,entm construct the Work as required by the Contract Tl..e„«.e..te ,^t, party shell ,.,,* the other arts Documents. CONTRACTOR shall at all times maintain good discipline and order at the site.Except as otherwise Work;, f SUC>^pail„r-e t „air tain„ _t ^ e>ange;n required for the safety or protection of persons or the Work or property at the site or adjacent thereto, and eF emedy,the edher paFt,.may eleet to obtain a .ele..t except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular the expense of tt,e paFt,.whe. fequired to provide s,^i, worms hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written notice to ENGINEER. Partial Utilization--Property Insurance: CONTRACTOR shall submit requests to the ENGINEER no less than 48 hours in advance of any Work to be 5.15. If OWNER finds it necessary to occupy or use a performed on Saturday, Sunday, Holidays or outside the portion or portions of the Work prior to Substantial Regular Working Hours. EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) I 1 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) 6.4. Unless otherwise specified in the General contains or is followed by words reading that no like, Requirements, CONTRACTOR shall furnish and assume equivalent or "or-equal" item or no substitution is full responsibility for all materials, equipment, labor, permitted, other items of material or equipment or transportation, construction equipment and machinery, material or equipment of other Suppliers may be tools,appliances,fuel,power,light,heat,telephone,water, accepted by ENGINEER under the following sanitary facilities, temporary facilities and all other circumstances: facilities and incidentals necessary for the furnishing, performance,testing,start-up and completion of the Work. 6.7.1.1. "Or-Equal": If in ENGINEER's sole discretion an item of material or equipment 6.4.1. Purchasing Restrictions: CONTRACTOR proposed by CONTRACTOR is functionally must comply with the City's purchasing restrictions. A equal to that named and sufficiently similar so that copy of the resolutions are available for review in the no change in related Work will be required,it may offices of the Purchasing; and Risk Management be considered by ENGINEER as an "or-equal" Division or the City Clerk's office. item, in which case review and approval of the proposed item may, in ENGINEER's sole 6.4.2. Cement Restrictions: City of Fort Collins discretion, be accomplished without compliance Resolution 91-121 requires that suppliers and producers with some or all of the requirements for of cement or products containing cement to certify that acceptance of proposed substitute items. the cement was not made in cement kilns that burn 6.7.1.2. Substitute Items: If in ENGINEER's sole hazardous waste as a fuel. discretion an item of material or equipment proposed by CONTRACTOR does not qualify as 6.5. All materials and equipment shall be of good an"or-equal" item under subparagraph 6.7.1.1, it quality and new, except as otherwise provided in the will be considered a proposed substitute item. Contract Documents. All warranties and guarantees CONTRACTOR shall submit sufficient specifically called for by the Specifications shall expressly information as provided below to allow run to the benefit of OWNER. If required by ENGINEER, ENGINEER to determine that the item of material CONTRACTOR shall furnish satisfactory evidence or equipment proposed is essentially equivalent to (including reports of required tests) as to the kind and that named and an acceptable substitute therefor. quality of materials and equipment. All materials and The procedure for review by the ENGINEER will equipment shall be applied, installed, connected, erected, include the following as supplemented in the used, cleaned and conditioned in accordance with General Requirements and as ENGINEER may instructions of the applicable Supplier,except as otherwise decide is appropriate under the circumstances. provided in the Contract Documents. Requests for review of proposed substitute items of material or equipment will not be accepted by Progress Sehedule. ENGINEER from anyone other than CONTRACTOR If CONTRACTOR wishes to 6.6. CONTRACTOR shall adhere to the progress furnish or use a substitute item of material or schedule established in accordance with paragraph 2.9 as it equipment, CONTRACTOR shall first make may be adjusted from time to time as provided below: written application to ENGINEER for acceptance thereof,certifying that the proposed substitute will 6.6.1. CONTRACTOR shall submit to ENGINEER perform adequately the functions and achieve the for acceptance (to the extent indicated in results called for by the general design,be similar paragraph 2.9) proposed adjustments in the progress in substance to that specified and be suited to the schedule that will not change the Contract Times(or same use as that specified The application will Milestones). Such adjustments will conform generally state the extent, if any, to which the evaluation to the progress schedule then in effect and additionally and acceptance of the proposed substitute will will comply with any provisions of the General prejudice CONTRACTOR's achievement of Requirements applicable thereto. Substantial Completion on time, whether or not acceptance of the substitute for use in the Work 6.6.2. Proposed adjustments in the progress schedule will require a change in any of the Contract that will change the Contract Times(or Milestones) Documents (or in the provisions of any other shall be submitted in accordance with the requirements direct contract with OWNER for work on the of paragraph 12.1. Such adjustments may only be Project) to adapt the design to the proposed made by a Change Order or Written Amendment in substitute and whether or not incorporation or use accordance with Article 12. of the substitute in connection with the Work is subject to payment of any license fee or royalty. 6.7. Substitutes and"Or-Equal"Items. All variations of the proposed substitute from that specified will be identified in the application and 6.7.1. Whenever an item of material or equipment is available maintenance, repair and replacement specked or described in the Contract Documents by service will be indicated. The application will using the name of a proprietary item or the name of a also contain an itemized estimate of all costs or particular Supplier, the specification or description is credits that will result directly or indirectly from intended to establish the type, function and quality acceptance of such substitute, including costs of required. Unless the specification or description redesign and claims of other contractors affected 12 EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV V2000) by the resulting change, all of which will be CONTRACTOR shall perform not less than 20 considered by ENGINEER in evaluating the percent of the Work with its own forces (that is, proposed substitute. ENGINEER may require without subcontracting). The 20 percent requirement CONTRACTOR to furnish additional data about shall be understood to refer to the Work the value of the proposed substitute. which totals not less than 20 percent of the Contract Price. 6.7.1.3. CONTRACTORS Expense: All data to be provided by CONTRACTOR in support of any 6.8.2. if the 9,applemerAat Gendit: Biddin proposed "or-equal" or substitute item will be at Documents require the identity of certain CONTRACTOR's expense. Subcontractors, Suppliers or other persons or organizations(including those who are to furnish the 6.7.2. Substitute Construction Methods or principal items of materials or equipment) to be Procedures: If a specific means, method, technique, submitted to OWNER sequence or procedure of construction is shown or date prior to the Effective Date of the Agreement for indicated in and expressly required by the Contract acceptance by OWNER and ENGINEER,—and-4 Documents, CONTRACTOR may fiunish or utilize a GGNTRAGT-9R has submitted a list d _ of i substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER. OWNER's or ENGINEER's acceptance (either in CONTRACTOR shall submit sufficient information to writing or by failing to make written objection thereto allow ENGINEER,in ENG7NEER's sole discretion,to by the date indicated for acceptance or objection in determine that the substitute proposed is equivalent to the bidding documents or the Contract Documents)of that expressly called for by the Contract Documents. any sudi Subeontraetor, Supp eF or et"a-per-son The procedure for review by ENGINEER will be similar to that provided in subparagraph 6.7.1.2. basis of reasonable eb:e,.tie after due investigation, 6.7.3.Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate adjusted by the difforenne in the e0st oraeasiened by each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the will sole judge of acceptability. No "or-equal" or constitute a condition of the Contract requiring the substitute will be ordered,installed or utilized without use of the named subcontractors,suppliers or other ENGINEER's prior written acceptance which will be persons or organization on the Work unless prior evidenced by either a Change Order or an approved written approval is obtained from OWNER and Shop Drawing. OWNER may require ENGINEER No acceptance by OWNER or CONTRACTOR to furnish at CONTRACTOR's ENGINEER of any such Subcontractor, Supplier or expense a special performance guarantee or other other person or organization shall constitute a waiver surety with respect to any "or-equal" or substitute. of any right of OWNER or ENGINEER to reject ENGINEER will record time required by defective Work. ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by 6_9. CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes in the Contract 6.9.1. CONTRACTOR shall be fully responsible to Documents(or in the provisions of any other direct OWNER and ENGINEER for all acts and omissions contract with OWNER for work on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby. Whether or not ENGINEER and organizations performing or furnishing any of the accepts a substitute item so proposed or submitted by Work under a direct or indirect contract with CONTRACTOR, CONTRACTOR shall reimburse CONTRACTOR just as CONTRACTOR is OWNER for the charges of ENGINEER and responsible for CONTRACTOR's own acts and ENGINEER's Consultants for evaluating each such omissions. Nothing in the Contract Documents shall proposed substitute item. create for the benefit of any such Subcontractor, Supplier or other person or organization any 6_8. Concerning Subcontractors, Suppliers and contractual relationship between OWNER or Others: ENGINEER and any such Subcontractor,Supplier or other person or organization,nor shall it create any 6.8.1. CONTRACTOR shall not employ any obligation on the part of OWNER or ENGINEER to Subcontractor,Supplier or other person or organization pay or to see to the payment of any moneys due any (including those acceptable to OWNER and such Subcontractor, Supplier or other person or ENGINEER as indicated in paragraph 6.8.2),whether organization except as may otherwise be required by initially or as a substitute, against whom OWNER or Laws and Regulations. OWNER or ENGINEER may ENGINEER may have reasonable objection. furnish to any subcontractor,supplier or other person CONTRACTOR shall not be required to employ any or organization evidence of amounts paid to Subcontractor,Supplier or other person or organization CONTRACTOR in accordance with to furnish or perform any of the Work against whom CONTRACTOR'S"Applications for Payment". CONTRACTOR has reasonable objection. EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 13 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) 6.9.2. CONTRACTOR shall be solely responsible Permits: for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and 6.13. Unless otherwise provided in the Supplementary organizations performing or furnishing any of the Conditions, CONTRACTOR shall obtain and pay for all Work under a direct or indirect contract with construction permits and licenses. OWNER shall assist CONTRACTOR CONTRACTOR shall require all CONTRACTOR, when necessary, in obtaining such Subcontractors, Suppliers and such other persons and permits and licenses. CONTRACTOR shall pay all organizations performing or furnishing any of the governmental charges and inspection fees necessary for Work to communicate with the ENGINEER through the prosecution of the Work,which are applicable at the CONTRACTOR time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall 6.10. The divisions and sections of the Specifications and pay all charges of utility owners for connections to the the identifications of any Drawings shall not control Work, and OWNER shall pay all charges of such utility CONTRACTOR in dividing the Work among owners for capital costs related thereto such as plant Subcontractors or Suppliers or delineating the Work to be investment fees. performed by any specific trade. 6.14. Laws and Regulations: 6.11. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an 6.14.1. CONTRACTOR shall give all notices and appropriate agreement between CONTRACTOR and the comply with all Laws and Regulations applicable to Subcontractor or Supplier which specifically binds the furnishing and performance of the Work. Except Subcontractor or Supplier to the applicable terms and where otherwise expressly required by applicable conditions of the Contract Documents for the benefit of Laws and Regulations, neither OWNER nor OWNER and ENGINEER. ■ hemve_any ch agreeme^* ENGINEER shall be responsible for monitoring is with a c.,t.,,entr..,teT or cupplie- who is liswd , a CONTRACTOR's compliance with any Laws or Regulations. paragmphs5 6 eF 5.7, ffie agfeement between he CONTRAQTQR and the Subcor&actor or Supplier wi 6.14.2. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary waives all rights against OWNER;ER; CONTRACTOR,TnR, to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom;however,it shall not be CONTRACTOR's primary responsibility to such�olicies and any other property m-swrance applicabl make certain that the Specifications and Drawings are 11w WeFk. Tf the :.,.,••_ers on anI I . 11.. in accordance with Laws and Regulations, but this separate waiver forms to be signed by my Subeentrac shall not relieve CONTRACTOR of c•.po e_,CONTRACTOR vAll obtain the same. CONTRACTOR's obligations under paragraph 3.3.2. Patent Fees and Royalties: Taxes: 6.12. CONTRACTOR shall pay all license fees and 6.15. CONTRACTOR shall pay all sales, consumer, royalties and assume all costs incident to the use in the use and other similar taxes required to be paid by performance of the Work or the incorporation in the Work CONTRACTOR in accordance with the Laws and of any invention,design,process,product or device which Regulations of the place of the Project which are is the subject of patent rights or copyrights held by others. applicable during the performance of the Work. If a particular invention,design,process,product or device is specified in the Contract Documents for use in the 6.15.1. OWNER is exempt from Colorado State and performance of the Work and if to the actual knowledge of local sales and use taxes on materials to be OWNER or ENGINEER its use is subject to patent rights permanently incorporated into the project. Said taxes or copyrights calling for the payment of any license fee or shall not be included in the Contract Price. royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the CONTRACTOR must apply for, and receive, a fullest extent permitted by Laws and Regulations, Certificate of Exemption from the Colorado CONTRACTOR shall indemnify and hold harmless Department of Revenue for construction materials to OWNER,ENGINEER,ENGINEER's Consultants and the be physically incorporated into the project This officers,directors,employees,agents and other consultants Certification of Exemption provides that the of each and any of them from and against all claims,costs, CONTRACTOR shall neither pay nor include in his losses and damages arising out of or resulting from any Bid, Sales and Use Taxes on those building and infringement of patent rights or copyrights incident to the construction materials physically incorporated into use in the performance of the Work or resulting from the the project. incorporation in the Work of any invention, design, process, product or device not specified in the Contract Address. Documents. Colorado Department of Revenue State Capital Annex EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 14 w/CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) 1375 Sherman Street 6.19. CONTRACTOR shall maintain in a safe place at Denver,Colorado,80261 the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Sales and Use Taxes for the State of Colorado, Change Directives, Field Orders and written Regional Transportation District (RTD) and certain interpretations and clarifications (issued pursuant to Colorado counties are collected by the State of paragraph 9.4) in good order and annotated to show all Colorado and are included in the Certification of changes made during construction These record Exemption. documents together with all approved Samples and a counterpart of all approved Shop Drawings will be All applicable Sales and Use Taxes (including State available to ENGINEER for reference. Upon completion collected taxes),on any items other than construction of the Work, and prior to release of final payment,these and building materials physically incorporated into the record documents, Samples and Shop Drawings will be pro iect are to be paid by CONTRACTOR and are to delivered to ENGINEER for OWNER. be included in appropriate bid items. Safety and Protection: Use of Premises: 6.20. CONTRACTOR shall be responsible for 6.16. CONTRACTOR shall confine construction initiating, maintaining and supervising all safety equipment,the storage of materials and equipment and the precautions and programs in connection with the Work. operations of workers to the site and land and areas CONTRACTOR shall take all necessary precautions for identified in and permitted by the Contract Documents and the safety of;and shall provide the necessary protection to other land and areas permitted by Laws and Regulations, prevent damage,injury or loss to: rights-of-way, permits and easements, and shall not unreasonably encumber the premises with construction 6.20.1. all persons on the Work site or who may be equipment or other materials or equipment. affected by the Work; CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or 6.20.2. all the Work and materials and equipment to occupant thereof or of any adjacent land or areas,resulting be incorporated therein,whether in storage on or off from the performance of the Work. Should any claim be the site;and made by any such owner or occupant because of the performance of the Work,CONTRACTOR shall promptly 6.20.3. other property at the site or adjacent thereto, settle with such other party by negotiation or otherwise including trees, shrubs, lawns, walks, pavements, resolve the claim by arbitration or other dispute resolution roadways, structures, utilities and Underground proceeding or at law. CONTRACTOR shall,to the fullest Facilities not designated for removal, relocation or extent permitted by Laws and Regulations, indemnify and replacement in the course of construction. hold harmless OWNER, ENGINEER, ENGINEER's Consultant and anyone directly or indirectly employed by CONTRACTOR shall comply with all applicable Laws any of them from and against all claims,costs, losses and and Regulations of any public body having jurisdiction for damages arising out of or resulting from any claim or safety of persons or property or to protect them from action, legal or equitable, brought by any such owner or damage, injury or loss; and shall erect and maintain all occupant against OWNER,ENGINEER or any other party necessary safeguards for such safety and protection. indemnified hereunder to the extent caused by or based CONTRACTOR shall notify owners of adjacent property upon CONTRACTORs performance of the Work. and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall 6.17. During the progress of the Work,CONTRACTOR cooperate with them in the protection,removal,relocation shall keep the premises free from accumulations of waste and replacement of their property. All damage,injury or materials, rubbish and other debris resulting from the loss to any property referred to in paragraphs 6.20.2 or Work. At the completion of the Work CONTRACTOR 6.20.3 caused,directly or indirectly,in whole or in part,by shall remove all waste materials,rubbish and debris from CONTRACTOR, any Subcontractor, Supplier or any and about the premises as well as all tools, appliances, other person or organization directly or indirectly construction equipment and machinery and surplus employed by any of them to perform or furnish any of the materials. CONTRACTOR shall leave the site clean and Work or anyone for whose acts any of them may be liable, ready for occupancy by OWNER at Substantial shall be remedied by CONTRACTOR(except damage or Completion of the Work. CONTRACTOR shall restore to loss attributable to the fault of Drawings or Specifications original condition all property not designated for alteration or to the acts or omissions of OWNER or ENGINEER or by the Contract Documents. ENGINEERS Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable, 6.18. CONTRACTOR shall not load nor permit any part and not attributable, directly or indirectly, in whole or in of any structure to be loaded in any manner that will part,to the fault or negligence of CONTRACTOR or any endanger the structure, nor shall CONTRACTOR subject Subcontractor, Supplier or other person or organization any part of the Work or adjacent property to stresses or directly or indirectly employed by any of them). pressures that will endanger it. CONTRACTORs duties and responsibilities for the safety and protection of the Work shall continue until such time Record Documents: as all the Work is completed and ENGINEER has issued a EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 15 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) notice to OWNER and CONTRACTOR in accordance purposes required by paragraph6.26. The numbers with paragraph 14.13 that the Work is acceptable(except as of each Sample to be submitted will be as specified in otherwise expressly provided in connection with the Specifications. Substantial Completion). 6.25. Submittal Procedures: 6.21. Safety Representative: 6.25.1.Before submitting each Shop Drawing or CONTRACTOR shall designate a qualified and Sample, CONTRACTOR shall have determined and experienced safety representative at the site whose duties verified: and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and 6.25.1.1. all field measurements, quantities, programs. dimensions, specified performance criteria, installation requirements, materials, catalog Hazard Communication Programs. numbers and similar information with respect thereto, 6.22. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or 6.25.1.2. all materials with respect to intended other hazard communication information required to be use, fabrication, shipping, handling, storage, made available to or exchanged between or among assembly and installation pertaining to the employers at the site in accordance with Laws or performance of the Work,and Regulations. 6.25.1.3. all information relative to Emergencies.- CONTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and 6.23. In emergencies affecting the safety or protection of procedures of construction and safety precautions persons or the Work or property at the site or adjacent and programs incident thereto. thereto, CONTRACTOR, without special instruction or authorization from OWNER or ENGINEER,is obligated to CONTRACTOR shall also have reviewed and act to prevent threatened damage, injury or loss. coordinated each Shop Drawing or Sample with other CONTRACTOR shall give ENGINEER prompt written Shop Drawings and Samples and with the notice if CONTRACTOR believes that any significant requirements of the Work and the Contract changes in the Work or variations from the Contract Documents. Documents have been caused thereby. If ENGINEER determines that a change in the Contract Documents is 6.25.2. Each submittal will bear a stamp or specific required because of the action taken by CONTRACTOR in written indication that CONTRACTOR has satisfied response to such an emergency, a Work Change Directive CONTRACTOR's obligations under the Contract or Change Order will be issued to document the Documents with respect to CONTRACTOR's review consequences of such action and approval of that submittal. 6.24. Shop Drawings andSarnples: 6.25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific 6.24.1. CONTRACTOR shall submit Shop Drawings written notice of such variations,if any,that the Shop to ENGINEER for review and approval in accordance Drawing or Sample submitted may have from the with the accepted schedule of Shop Drawings and requirements of the Contract Documents,such notice Sample submittals (see paragraph 2.9). All submittals to be in a written communication separate from the will be identified as ENGINEER may require and in submittal; and, in addition, shall cause a specific the number of copies specified in the General notation to be made on each Shop Drawing and Requirements. The data shown on the Shop Drawings Sample submitted to ENGINEER for review and will be complete with respect to quantities, approval of each such variation dimensions,specified performance and design criteria, materials and similar data to show ENGINEER the 6.26. ENGINEER will review and approve Shop materials and equipment CONTRACTOR proposes to Drawings and Samples in accordance with the schedule of provide and to enable ENGINEER to review the Shop Drawings and Sample submittals accepted by information for the limited purposes required by ENGINEER as required by paragraph 2.9. ENGINEER's paragraph 6.26. review and approval will be only to determine if the items covered by the submittals will, after installation or 6.24.2. CONTRACTOR shall also submit Samples to incorporation in the Work, conform to the information ENGINEER for review and approval in accordance given in the Contract Documents and be compatible with with said accepted schedule of Shop Drawings and the design concept of the completed Project as a Sample submittals. Each Sample will be identified functioning whole as indicated by the Contract clearly as to material, Supplier,pertinent data such as Documents. ENGINEER's review and approval will not catalog numbers and the use for which intended and extend to means, methods, techniques, sequences or otherwise as ENGINEER may require to enable procedures of construction (except where a particular ENGINEER to review the submittal for the limited means, method, technique, sequence or procedure of 16 EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) construction is specifically and expressly called for by the accordance with the Contract Documents or a release Contract Documents)or to safety precautions or programs of CONTRACTOR's obligation to perform the Work incident thereto. The review and approval of a separate in accordance with the Contract Documents: item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make 6.30.2.1. observations by ENGINEER; corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and 6.30.2.2. recommendation of any progress or submit as required new Samples for review and approval. final payment by ENGINEER; CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by 6.30.2.3. the issuance of a certificate of ENGINEER on previous submittals. Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract 6.27. ENGINEER's review and approval of Shop Documents; Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements 6.30.2.4. use or occupancy of the Work or any of the Contract Documents unless CONTRACTOR has in part thereof by OWNER, writing called ENGINEER's attention to each such variation at the time of submission as required by 6.30.2.5. any acceptance by OWNER or any paragraph 6.25.3 and ENGINEER has given written failure to do so; approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop 6.30.2.6. any review and approval of a Shop Drawing or Sample approval, nor will any approval by Drawing or Sample submittal or the issuance of a ENGINEER relieve CONTRACTOR from responsibility notice of acceptability by ENGINEER pursuant for complying with the requirements of paragraph 6.25.1. to paragraph 14.13; 6.28. Where a Shop Drawing or Sample is required by 6.30.2.7. any inspection, test or approval by the Contract Documents or the schedule of Shop Drawing others;or and Sample submissions accepted by ENGINEER as required by paragraph 2.9, any related Work performed 6.30.2.8. any correction of defective Work by prior to ENGINEER's review and approval of the pertinent OWNER submittal will be at the sole expense and responsibility of CONTRACTOR Indemnification: Continuing the Work: 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold 6.29. CONTRACTOR shall carry on the Work and harmless OWNER, ENGINEER, ENGINEER's adhere to the progress schedule during all disputes or Consultants and the officers,directors,employees,agents disagreements with OWNER. No Work shall be delayed or and other consultants of each and any of them from and postponed pending resolution of any disputes or against all claims, costs, losses and damages (including, disagreements,except as permitted by paragraph 15.5 or as but not limited to, all fees and charges of engineers, OWNER and CONTRACTOR may otherwise agree in architects, attorneys and other professionals and all court writing. or arbitration or other dispute resolution costs)caused by, arising out of or resulting from the performance of the 6.30. CONTRACTOR's General Warranty and Work,provided that any such claim,cost,loss or damage: Guarantee: (i)is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property 6.30.1.CONTRACTOR warrants and guarantees to (other than the Work itself), including the loss of use OWNER,ENGINEER and ENGINEER's Consultants resulting therefrom,and(ii)is caused in whole or in part that all Work will be in accordance with the Contract by any negligent act or omission of CONTRACTOR,any Documents and will not be defective. Subcontractor, any Supplier, any person or organization CONTRACTOR's warranty and guarantee hereunder directly or indirectly employed by any of them to perform excludes defects or damage caused by: or furnish any of the Work or anyone for whose acts any of them may be liable,regardless of whether or not caused 6.30.1.1. abuse, modification or improper in part by any negligence or omission of a person or entity maintenance or operation by persons other than indemnified hereunder or whether liability is imposed CONTRACTOR,Subcontractors or Suppliers;or upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.30.1.2. normal wear and tsar under normal usage. 6.32. In any and all claims against OWNER or ENGINEER or any of their respective consultants,agents, 6.30.2. CONTRACTOR's obligation to perform and officers, directors or employees by any employee(or the complete the Work in accordance with the Contract survivor or personal representative of such employee) of Documents shall be absolute. None of the following CONTRACTOR, any Subcontractor, any Supplier, any will constitute an acceptance of Work that is not in person or organization directly or indirectly employed by EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 17 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) any of them to perform or furnish any of the Work or provisions for the benefit of CONTRACTOR in said anyone for whose acts any of them may be liable, the direct contracts between OWNER and such utility owners indemnification obligation under paragraph 6.31 shall not and other contractors. be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or 7.3. If the proper execution or results of any part of for CONTRACTOR or any such Subcontractor,Supplier or CONTRACTOR's Work depends upon work performed other person or organization under workers' compensation by others under this Article 7, CONTRACTOR shall acts,disability benefit acts or other employee benefit acts. inspect such other work and promptly report to ENGINEER in writing any delays,defects or deficiencies 6.33. The indemnification obligations of in such other work that render it unavailable or unsuitable CONTRACTOR under paragraph 6.31 shall not extend to for the proper execution and results of CONTRACTOR's the liability of ENGINEER and ENGINEER's Consultants, Work. CONTRACTOR's failure so to report will officers, directors, employees or agents caused by the constitute an acceptance of such other work as fit and professional negligence,errors or omissions of any of them. proper for integration with CONTRACTORS Work except for latent or nonapparent defects and deficiencies Survival of Obligations. in such other work. 6.34. All representations, indemnifications, warranties Coordination: and guarantees made in,required by or given in accordance with the Contract Documents, as well as all continuing 7.4. If OWNER contracts with others for the obligations indicated in the Contract Documents, will performance of other work on the Project at the site, the survive final payment, completion and acceptance of the following will be set forth in Supplementary Conditions: Work and termination or completion of the Agreement. 7.4.1. the person,firm or corporation who will have authority and responsibility for coordination of the ARTICLE 7--OTHER WORK activities among the various prime contractors will be identified; 7.4.2. the specific matters to be covered by such authority and responsibility will be itemized;and Related Work at Site: 7.4.3. the extent of such authority and 7.1. OWNER may perform other work related to the responsibilities will be provided. Project at the site by OWNERs own forces, or let other direct contracts therefor which shall contain General Unless otherwise provided in the Supplementary Conditions similar to these,or have other work performed Conditions, OWNER shall have sole authority and by utility owners. If the fact that such other work is to be responsibility in respect of such coordination. performed was not noted in the Contract Documents,then: (1)written notice thereof will be given to CONTRACTOR prior to starting any such other work and ARTICLE 8--OWNER'S RESPONSIBILITIES (n)CONTRACTOR may make a claim therefor as provided in Articles 11 and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the parties 8.1. Except as otherwise provided in these General are unable to agree as to the amount or extent thereof. Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 7.2. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility 8.2. In case of termination of the employment of owner (and OWNER, if OWNER is performing the ENGINEER OWNER shall appoint an engineer again-A additional work with OWNERs employees) proper and safe access to the site and a reasonable opportunity for the whose status under the Contract Documents shall be that introduction and storage of materials and equipment and of the former ENGINEER. the execution of such other work and shall properly connect and coordinate the Work with theirs. Unless otherwise 8.3. OWNER shall furnish the data required of provided in the Contract Documents, CONTRACTOR OWNER under the Contract Documents promptly and shall do all cutting, fitting and patching of the Work that shall make payments to CONTRACTOR promptly when may be required to make its several parts come together they are due as provided in paragraphs 14.4 and 14.13. properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by 8.4. OWNEWs duties in respect of providing lands cutting, excavating or otherwise altering their work and and easements and providing engineering surveys to will only cut or alter their work with the written consent of establish reference points are set forth in paragraphs 4.1 ENGINEER and the others whose work will be affected. and 4.4. Paragraph4.2 refers to OWNERS identifying The duties and responsibilities of CONTRACTOR under and making available to CONTRACTOR copies of this paragraph are for the benefit of such utility owners and reports of explorations and tests of subsurface conditions other contractors to the extent that there are comparable at the site and drawings of physical conditions in existing EJCDC GENERAL CONDITIONS 1910-8(1990 Edition)18 wl CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) structures at or contiguous to the site that have been utilized that has been made and the quality of the various aspects by ENGINEER in preparing the Contract Documents. of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, r:3 QW1s;PR s_espensibili.:es in respect of„,._,.h,.s ENGINEER will endeavor for the benefit of OWNER to and maintaining liability and prop -w4 determine, in general, if the Work is proceeding in . accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous on- 8.6. OWNER is obligated to execute Change Orders as site inspections to check the quality a quantity of the indicated in paragraph 10.4. Work. ENGINEERSs efforts will be directed toward providing for OWNER a greater degree of confidence that 8.7. OWNERs responsibility in respect of certain the completed Work will conform generally to the inspections, tests and approvals is set forth in Contract Documents. On the basis of such visits and on- paragraph 13.4. site observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to 8.8. In connection with OWNER's right to stop Work or guard OWNER against defective Work. ENGINEERSs suspend Work, see paragraphs 13.10 and 15.1. visits and on-site observations are subject to all the Paragraph 15.2 deals with OWNER's right to terminate limitations on ENGINEERSs authority and responsibility services of CONTRACTOR under certain circumstances. set forth in paragraph 9.13, and particularly,but without limitation, during or as a result of ENGINEERSs on-site 8.9. The OWNER shall not supervise, direct or have visits or observations of CONTRACTOR's Work control or authority over, nor be responsible for, ENGINEER will not supervise, direct, control or have CONTRACTOR's means,methods,techniques, sequences authority over or be responsible for CONTRACTOR's or procedures of construction or the safety precautions and means, methods, techniques, sequences or procedures of programs incident thereto, or for any failure of construction, or the safety precautions and programs CONTRACTOR to comply with Laws and Regulations incident thereto,or for any failure of CONTRACTOR to applicable to the fiunishing or performance of the Work. comply with Laws and Regulations applicable to the OWNER will not be responsible for CONITRACTOR's furnishing or performance of the Work. failure to perform or furnish the Work in accordance with the Contract Documents. Project Representative: 8810 OANNcRs responsibility : respect of.„a:..,aosed 9.3. If OWNER and ENGINEER agree,ENGINEER Asbestos, Des,, Petroleum, H azardous -Waste er will fin-nish a Resident Project Representative to assist D..,7:eeetiye Materials uneevffed er_evealed at♦1.e site i-s ENGINEER in providing more continuous observation of set forth in paragraph 4.5. the Work. The responsibilities and authority and limitations thereon of any such Resident Project 8.11. if and to the extent OWNER has agreed to furnish Representative and assistants will be as provided in CQr9 n� 'TO reasonable evideme that financial paragraphs9.3 and 9.13 and inthe emerAa arrangements have been made to satisl� OWNER Genditierq of these General Conditions. If OWNER designates another representative or agent to represent in OWNER at the site who is not ENGINEER'S Consultant, Supple,,,e,.Aafy Conditions. agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in the Supplementafy Gen&i paragraph 9.3 ARTICLE 9-ENGINEER'S STATUS DURING of these General Conditions. If the ENGINEER furnishes CONSTRUCTION a Resident Project Representative WR) or other assistants, or if the OWNER designates a Representative or agent,all as provided in paragraph 9.3 of the General Conditions,these Representatives shall have the authority OWNER'sRepresentative: and limitations as provided in paragraph 9.13 of the General Conditions and shall be subject to the following: 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and 9.3.1. The Representative's dealings in matters responsibilities and the limitations of authority of pertaining to the on-site work will,in general,be with ENGINEER as OWNERS representative during the ENGINEER and CONTRACTOR But, the construction are set forth in the Contract Documents and Representative will keep the OWNER properly shall not be extended without written consent of OWNER advised about such matters. The Representative's and ENGINEER dealings with subcontractors will only be through or with the full knowledge and approval of the Visits to Site: CONTRACTOR 9.2. ENGINEER will make visits to the site at intervals 9.3.2. Duties and Responsibilities. Representative appropriate to the various stages of construction as will: ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress 9.3.2.1.Schedules - Review the progress EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 19 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) schedule and other schedules prepared by the modification in Drawings or Specifications and CONTRACTOR and consult with the report these recommendations to ENGINEER.. ENGINEER concerning acceptability. Accurately transmit to CONTRACTOR decisions issued by the ENGINEER 9.3.2.2. Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferences, progress meetings 9.3.2.7.Records. and other job conferences and prepare and circulate copies of minutes of meetings. 9.3.2.7.1. Maintain at the Representative's office orderly files concerning 9.3.2.3.Liaison correspondence,reports of job conferences, Shop Drawings and samples,reproductions 9.3.2.3.1. Serve as ENGINEER'S liaison or original Contract Documents including all with CONTRACTOR, working principally Work Directive Changes,Addenda,Change through CONTRACTORS superintendent to orders, Field Orders, additional drawings assist the CONTRACTOR m understanding issued subsequent to the execution of the the Contract Documents. Agreement,ENGINEER'S clarifications and interpretations of the Contract Documents, 9.3.2.3.2. Assist in obtaining from OWNER progress reports and other proiect additional details or information, when documents. required,for proper execution of the Work. 9.3.2.7.2.Keep a diary, daily repog form,or log book,recording hours on 9.3.2.3.3. Advise the ENGINEER and the job site,weather conditions,data relative CONTRACTOR of the commencement of to questions of work directive changes, any Work requiting a Shop Drawing or Change Orders, or changed conditions, list sample submission if the submission has not of job site visitors,daily activities,decisions, been approved by the ENGINEER observations in general and specific observations in more detail as in the case of 9.3.2.4.Review of Work,Rejection of Defective observing test procedures,send copies to the Work,Inspections and Tests- ENGINEER 9.3.2.7.3.Record names, 9.3.2.4.1. Conduct on-site observations of addresses and telephone numbers of all the Work in progress to assist the ENGINEER CONTRACTORS, subcontractors and in determining that the Work is proceeding in major suppliers of equipment and materials. accordance with the Contract Documents. 9.3.2.8. Reports. 9.3.2.4.2. Report to the ENGINEER whenever the Representative believes that the 9.3.2.8.1. Furnish ENGINEER periodic Work is unsatisfactory, faulty or defective or reports, as required, of the progress of the does not conform to the Contract Documents, Work and of the CONTRACTOR'S or has been damaged, or does not meet the compliance with the progress schedule and requirements of any inspections, tests or schedule of shop Drawing and same approvals required to be made,and advise the submittals. ENGINEER when he believes work should be corrected or rejected or should be uncovered 9.3.2.8.2. Consult with ENGINEER in for observation, or requires special testing, advance of scheduling major tests, inspection or approval. inspections or start of important phases of the Work. 9.3.2.4.3. Accompany visiting mspectors representing public or other agencies having 9.3.2.8.3. Draft proposed Change Orders jurisdiction over the Project,record the results and Work Directive Changes, obtaining of these inspections and report to the backup material from the CONTRACTOR ENGINEER. and recommend to ENGINEER Change Orders, Work Directive Changes and field 9.3.2.5. Interpretation of Contract orders. Documents. Report to ENGINEER when clarifications and interpretations of the Contract 9.3.2.8.4. Report immediately to Documents are needed and transmit to ENGINEER and OWNER the occurrence of CONTRACTOR clarification and interpretation any accident. of the Contract Documents as issued bye ENGINEER 9.3.2.9. Payment Requests. Review applications for payment with CONTRACTOR for compliance 9.3.2.6. Modifications. Consider and with the established procedure for their evaluate CONTRACTOR'S suggestions for submission and forward with recommendation to EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition)20 w/CITY OF FORT COLLINS MODIFICATIONS(REV V2000) ENGINEER,noting particularly the relationship of requirements of the Contract Documents(in the form of the payment requested to the schedule of values, Drawings or otherwise) as ENGINEER may determine work completed and materials and equipment necessary,which shall be consistent with the intent of and delivered at the site but not incorporated in the reasonably inferable from the Contract Documents. Such Work. written clarifications and interpretations will be binding on OWNER and CONTRACTOR If OWNER or 9.3.2.10. Completion. CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price 9.3.2.10.1. Before ENGINEER issues a or the Contract Times and the parties are unable to agree Certificate of Substantial Completion submit to the amount or extent thereof, if any, OWNER or to CONTRACTOR a list of observed items CONTRACTOR may make a written claim therefor as requiring correction or completion provided in Article 11 or Article 12. 9.3.2.10.2. Conduct final inspection in the. Authorized Variations in Work: company of the ENGINEER OWNER and CONTRACTOR and prepare a final list of 9.5. ENGINEER may authorize minor variations in items to be corrected or completed. the Work from the requirements of the Contract Documents which do not involve an adjustment in the 9.3.2.10.3. Observe that all items on the. Contract Price or the Contract Times and are compatible final list have been corrected or completed and with the design concept of the completed Project as a make recommendations to ENGINEER functioning whole as indicated by the Contract concerning acceptance. Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on 9.3.3. Limitation of Authority: The Representative shall CONTRACTOR who shall perform the Work involved not: promptly. If OWNER or CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or 9.3.3.1. Authorize any deviations from the the Contract Times and the parties are unable to agree as Contract Documents or accept any substitute to the amount or extent thereof, OWNER or materials or equipment, unless authorized by the CONTRACTOR may make a written claim therefor as ENGINEER provided in Article 11 or 12. 9.3.3.2. Exceed limitations of ENGINEER'S Rejecting Defective Work authority as set forth in the Contract Documents. 9.3.3.3. Undertake any of the responsibilities 9.6. ENGINEER will have authority to disapprove or of the CONTRACTOR Subcontractors, or reject Work which ENGINEER believes to be defective, CONTRACTOR'S superintendent, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that 9.3.3.4. Advise on,or issue directions relative will prejudice the integrity of the design concept of the to, or assume control over any aspect of the completed Project as a functioning whole as indicated by means, methods, techniques, sequences or the Contract Documents. ENGINEER will also have procedures for construction unless such is authority to require special inspection or testing of the specifically called for in the Contract Documents. Work as provided in paragraph 13.9, whether or not the Work is fabricated,installed or completed. 9.3.3.5. Advise on or issue directions regarding or assume control over safety Shop Drawings,Change Orders and Payments: precautions and programs in connections with the Work. 9.7. In connection with ENGINEER's authority as to Shop Drawings and Samples,see paragraphs 6.24 through 9.3.3.6. Accept Shop Drawings or sample 6.28 inclusive. submittals from anyone other than the CONTRACTOR 9.8. In connection with ENGINEER'S authority as to Change Orders,see Articles 10,11,and 12. 9.3.3.7. Authorize OWNER to occupy the Work in whole or in part. 9.9. In connection with ENGINEER's authority as to Applications for Payment,see Article 14. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others Determinations for Unit Prices: except as specifically authorized by the ENGINEER 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by Clarifications and Inteip elation: CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary 9.4. ENGINEER will issue with reasonable promptness determinations on such matters before rendering a written such written clarifications or interpretations of the decision thereon (by recommendation of an Application EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 21 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) for Payment or otherwise). ENGINEERS written decision decision,unless otherwise agreed in writing by OWNER thereon will be final and binding upon OWNER and and CONTRACTOR CONTRACTOR,unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR 9.12. When functioning as interpreter and judge under delivers to the other and to ENGINEER written notice of paragraphs 9.10 and 9.11, ENGINEER will not show intention to appeal from ENGINEER's decision and: (i)an partiality to OWNER or CONTRACTOR and will not be appeal from ENGINEER's decision is taken within the tim e liable in connection with any interpretation or decision limits and in accordance with the procedures set forth in rendered in good faith in such capacity. The rendering of Exhibit GC-A, "Dispute Resolution Agreement", entered a decision by ENGINEER pursuant to paragraphs 9.10 or into between OWNER and CONTRACTOR pursuant to 9.11 with respect to any such claim, dispute or other Article 16,or(h)if no such Dispute Resolution Agreement matter(except any which have been waived by the making has been entered into,a formal proceeding is instituted by or acceptance of final payment as provided in the appealing party in a forum of competent jurisdiction to paragraph 14.15) will be a condition precedent to any exercise such rights or remedies as the appealing party may exercise by OWNER or CONTRACTOR of such rights or have with respect to ENGINEER's decision, unless remedies as either may otherwise have under the Contract otherwise agreed in writing by OWNER and Documents or by Laws or Regulations in respect of any CONTRACTOR. Such appeal will not be subject to the such claim,dispute or other matter puFsUant to Aiti&@ 16. procedures of paragraph 9.11. 9.13. Limitations on ENGINEER's Authority and Decisions on Disputes. Responsibilities.- 9.11. ENGINEER will be the initial interpreter of the 9.13.1. Neither ENGINEER's authority or requirements of the Contract Documents and judge of the responsibility under this Article 9 or under any other acceptability of the Work thereunder. Claims,disputes and provision of the Contract Documents nor any decision other matters relating to the acceptability of the Work or made by ENGINEER in good faith either to exercise the interpretation of the requirements of the Contract or not exercise such authority or responsibility or the Documents pertaining to the performance and furnishing of undertaking,exercise or performance of any authority the Work and claims under Articles 1 I and 12 in respect of or responsibility by ENGINEER shall create,impose changes in the Contract Price or Contract Times will be or give rise to any duty owed by ENGINEER to referred initially to ENGINEER in writing with a request CONTRACTOR, any Subcontractor, any Supplier, for a formal decision in accordance with this paragraph. any other person or organization,or to any surety for Written notice of each such claim,dispute or other matter or employee or agent of any of them. will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event 9.13.2. ENGINEER will not supervise, direct, later than thirty days) after the start of the occurrence or control or have authority over or be responsible for event giving rise thereto, and written supporting data will CONTRACTOR's means, methods, techniques, be submitted to ENGINEER and the other party within sequences or procedures of construction,or the safety sixty days after the start of such occurrence or event unless precautions and programs incident thereto,or for any ENGINEER allows an additional period of time for the failure of CONTRACTOR to comply with Laws and submission of additional or more accurate data in support Regulations applicable to the famishing or of such claim,dispute or other matter. The opposing party performance of the Work. ENGINEER.will not be shall submit any response to ENGINEER and the claimant responsible for CONTRACTOR's failure to perform within thirty days after receipt of the claimant's last or fiunish the Work in accordance with the Contract submittal (unless ENGINEER allows additional time). Documents. ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing parry's submittal,if 9.13.3. ENGINEER will not be responsible for the any, in accordance with this paragraph. ENGINEER's acts or omissions of CONTRACTOR or of any written decision on such claim,dispute or other matter will Subcontractor,any Supplier,or of any other person or be final and binding upon OWNER and CONTRACTOR organization performing or furnishing any of the unless: (i)an appeal from ENGINEER's decision is taken Work. within the time limits and in accordance with the procedures set forth in EXHIBIT GC-A, "Dispute 9.13.4. ENGINEER's review of the final Application Resolution Agreement",entered into between OWNER and for Payment and accompanying documentation and CONTRACTOR pursuant to Article 16, or (ii)if no such all maintenance and operating instructions,schedules, Dispute Resolution Agreement has been entered into, a guarantees,Bonds and certificates of inspection,tests written notice of intention to appeal from ENGINEER's and approvals and other documentation required to be written decision is delivered by OWNER or delivered by paragraph 14.12 will only be to CONTRACTOR to the other and to ENGINEER within determine generally that their content complies with thirty days after the date of such decision and a formal the requirements of,and in the case of certificates of proceeding is instituted by the appealing party in a forum of inspections, tests and approvals that the results competent jurisdiction to exercise such rights or remedies certified indicate compliance with, the Contract as the appealing party may have with respect to such claim, Documents. dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such 9.13.5. The limitations upon authority and 22 EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) responsibility set forth in this paragraph 9.13 shall also (including,but not limited to, Contract Price or Contract apply to ENGINEER's Consultants, Resident Project Times) is required by the provisions of any Bond to be Representative and assistants, given to a surety, the giving of any such notice will be CONTRACTOR's responsibility,and the amount of each applicable Bond will be adjusted accordingly. ARTICLE 10—CHANGES IN THE WORK 10.6. By the execution of a Change Order, a Work Change Directive or Written Agreement, OWNER and 10.1. Without invalidating the Agreement and without CONTRACTOR expressly acknowledge and agree that notice to any surety, OWNER may, at any time or from said Change Order, Work Change Directive or Written time to time, order additions, deletions or revisions in the Agreement provides for a fair and equitable adjustment in Work. Such additions, deletions or revisions will be the Contract Price and/or Contract Times for the additions, authorized by a Written Amendment,a Change Order,or a deletions or revisions in the Work as authorized by said Work Change Directive. Upon receipt of any such Change Order, Work Change Directive or Written document, CONTRACTOR shall promptly proceed with Agreement. OWNER and CONTRACTOR further the Work involved which will be performed under the expressly acknowledge and agree that claims for applicable conditions of the Contract Documents(except as adiustments to the Contract Price and/or Contract Times otherwise specifically provided). covered by a Change Order, Work Change Directive or Written Agreement are not valid 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Times that ARTICLE 11—CHANGE OF CONTRACT PRICE should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article 11 or Article 12. 11.1. The Contract Price constitutes the total 10.3. CONTRACTOR shall not be entitled to an increase compensation(subject to authorized adjustments)payable in the Contract Price or an extension of the Contract Times to CONTRACTOR for performing the Work. All duties, with respect to any Work performed that is not required by responsibilities and obligations assigned to or undertaken the Contract Documents as amended, modified and by CONTRACTOR shall be at CONTRACTORS expense supplemented as provided in paragraphs 3.5 and 3.6,except without change in the Contract Price. in the case of an emergency as provided in paragraph 6.23 or in the case of uncovering Work as provided in 11.2. The Contract Price may only be changed by a paragraph 13.9. Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on 10.4. OWNER and CONTRACTOR shall execute written notice delivered by the party making the claim to appropriate Change Orders recommended by ENGINEER the other party and to ENGINEER promptly (but in no (or Written Amendments)covering: event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the 10.4.1. changes in the Work which are(i)ordered general nature of the claim. Notice of the amount of the by OWNER pursuant to paragraph 10.1,(ii)required claim with supporting data shall be delivered within sixty because of acceptance of defective Work under days after the start of such occurrence or event (unless paragraph 13.13 or correcting defective Work under ENGINEER allows additional time for claimant to submit paragraph 13.14,or(iii)agreed to by the parties; additional or more accurate data in support of the claim) and shall be accompanied by claimants written statement 10.4.2. changes in the Contract Price or Contract that the adjustment claimed covers all known amounts to Times which are agreed to by the parties;and which the claimant is entitled as a result of said occurrence or event. All claims for adjustment in the 10.4.3. changes in the Contract Price or Contract Contract Price shall be determined by ENGINEER in Times which embody the substance of any written accordance with paragraph 9.11 if OWNER and decision rendered by ENGINEER pursuant to CONTRACTOR cannot otherwise agree on the amount paragraph9.11; involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this provided that,in lieu of executing any such Change Order, paragraph 11.2. an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents 11.3. The value of any Work covered by a Change and applicable Laws and Regulations,but during any such Order or of any claim for an adjustment in the Contract appeal, CONTRACTOR shall carry on the Work and Price will be determined as follows: adhere to the progress schedule as provided in paragraph 6.29. 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by 10.5. If notice of any change affecting the general scope application of such unit prices to the quantities of the of the Work or the provisions of the Contract Documents items involved (subject to the provisions of EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 23 wf CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) paragraphs 11.9.1 through 11.9.3,inclusive); CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and 11.3.2. where the Work involved is not covered by CONTRACTOR and shall deliver such bids to unit prices contained in the Contract Documents,by a OWNER who will then determine,with the advice of mutually agreed payment basis, including lump sum ENGINEER which bids, if any,will be accepted. If (which may include an allowance for overhead and any subcontract provides that the Subcontractor is to profit not necessarily in accordance with be paid on the basis of Cost of the Work plus a fee, paragraph 11.6.2); the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's 11.3.3.where the Work involved is not covered by unit Cost of the Work and fee as provided in prices contained in the Contract Documents and paragraphs 11.4, 11.5, 11.6 and 11.7. All agreement to a lump sum is not reached under subcontracts shall be subject to the other provisions of paragraph 11.3.2,on the basis of the Cost of the Work the Contract Documents insofar as applicable. (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR'S fee for overhead and profit 11.4.4. Costs of special consultants (including but (determined as provided in paragraph 11.6). not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) Cost of the Work. employed for services specifically related to the Work. 11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in 11.4.5. Supplemental costs including the following: the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER such costs shall 11.4.5.1. The proportion of necessary be in amounts no higher than those prevailing in the transportation,travel and subsistence expenses of locality of the Project, shall include only the following CONTRACTOR's employees incurred in items and shall not include any of the costs itemized in discharge of duties connected with the Work. paragraph 11.5: 11.4.5.2. Cost, including transportation and 11.4.1.Payroll costs for employees in the direct maintenance, of all materials, supplies, employ of CONTRACTOR in the performance of the equipment, machinery, appliances, office and Work under schedules of job classifications agreed temporary facilities at the site and hand tools not upon by OWNER and CONTRACTOR. Such owned by the workers,which are consumed in the employees shall include without limitation performance of the Work, and cost less market superintendents, foremen and other personnel value of such items used but not consumed which employed full-time at the site. Payroll costs for remain the property of CONTRACTOR employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the 11.4.5.3. Rentals of all construction Work.Payroll costs shall include but net be limited to• equipment and machinery and the parts thereof salaries and wages plus the cost of fringe benefits whether rented from CONTRACTOR or others in which shall include social security contributions, accordance with rental agreements approved by unemployment, excise and payroll taxes, workers' OWNER with the advice of ENGINEER and the compensation,health and retirement benefits,bemuses; costs of transportation, loading, unloading, siek leave,vaeatien and holiday pay applicable thereto. installation, dismantling and removal thereof—all The expenses of performing Work after regular in accordance with terms of said rental working hours,on Saturday,Sunday or legal holidays, agreements. The rental of any such equipment, shall be included in the above to the extent authorized machinery or parts shall cease when the use by OWNER. thereof is no longer necessary for the Work. 11.4.2. Cost of all materials and equipment furnished 11.4.5.4. Sales,consumer,use or similar taxes and incorporated in the Work, including costs of related to the Work, and for which transportation and storage thereof,and Suppliers'field CONTRACTOR is liable,imposed by Laws and services required in connection therewith All cash Regulations. discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with 11.4.5.5. Deposits lost for causes other than which to make payments, in which case the cash negligence of CONTRACTOR, any discounts shall accrue to OWNER. All trade Subcontractor or anyone directly or indirectly discounts,rebates and refunds and returns from sale of employed by any of them or for whose acts any surplus materials and equipment shall accrue to of them may be liable,and royalty payments and OWNER,and CONTRACTOR shall make provisions fees for permits and licenses. so that they may be obtained 11.4.5.6. Losses and damages (and related 11.4.3.Payments made by CONTRACTOR to the expenses) caused by damage to the Work, not Subcontractors for Work performed or furnished by compensated by insurance or otherwise,sustained Subcontractors. If required by OWNER, by CONTRACTOR in connection with the 24 EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV V2000) performance and furnishing of the Work (except 11.5.5. Costs due to the negligence of losses and damages within the deductible amounts CONTRACTOR, any Subcontractor, or anyone of property insurance established by OWNER in directly or indirectly employed by any of them or for accordance with paragraph 5.9), provided they whose acts any of them may be liable, including but have resulted from causes other than the not limited to, the correction of defective Work, negligence of CONTRACTOR, any disposal of materials or equipment wrongly supplied Subcontractor, or anyone directly or indirectly and making good any damage to property. employed by any of them or for whose acts any of them may be liable. Such losses shall include 11.5.6. Other overhead or general expense costs of settlements made with the written consent and any kind and the costs of any item not specifically and approval of OWNER No such losses, damages expressly included in paragraph 11.4. and expenses shall be included in the Cost of the Work for the purpose of determining 11.6. The CONTRACTORSs fee allowed to CONTRACTOR's fee. It however,any such loss CONTRACTOR for overhead and profit shall be or damage requires reconstruction and determined as follows: CONTRACTOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee 11.6.1.a mutually acceptable fixed fee;or proportionate to that stated in paragraph 11.6.2. 11.6.2. if a fixed fee is not agreed upon,then a fee 11.4.5.7. The cost of utilities, fuel and sanitary based on the following percentages of the various facilities at the site. portions of the Cost of the Work: 11.4.5.8. Minor expenses such as telegrams, 11.6.2.1. for costs incurred under long distance telephone calls, telephone service at paragraphs 11.4.1 and 11.4.2, the the site,expressage and similar petty cash items in CONTRACTOR's fee shall be fifteen percent; connection with the Work. 11.6.2.2. for costs incurred under 11.4.5.9. Cost of premiums for additional Bonds paragraph 11.4.3,the CONTRACTORs fee shall and insurance required because of changes in the be five percent; Work. 11.6.2.3. where one or more tiers of 11.5. The term Cost of the Work shall not include any of subcontracts are on the basis of Cost of the Work the following: plus a fee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.5.1. Payroll costs and other compensation of 11.6.2 is that the Subcontractor who actually CONTRACTORS officers, executives, principals (of performs or furnishes the Work,at whatever tier, partnership and sole proprietorships),general managers, will be paid a fee of fifteen percent of the costs engineers, architects, estimators, attorneys, auditors, incurred by such Subcontractor under paragraphs accountants, purchasing and contracting agents, 11.4.1 and 11.4.2 and that any higher tier expediters, timekeepers, clerks and other personnel Subcontractor and CONTRACTOR will each be employed by CONTRACTOR whether at the site or in paid a fee f&e pefeerA of the,,..,,ufA paid to CONTRACT OR's principal or a branch office for the ne3d lower tier Subeentraebef;to be negotiated general administration of the Work and not specifically in good faith with the OWNER but not to exceed included in the agreed upon schedule of job five percent of the amount paid to the next lower classifications referred to in paragraph 11.4.1 or tier Subcontractor. specifically covered by paragraph 11.4.4--all of which are to be considered administrative costs covered by the 11.6.2.4. no fee shall be payable on the basis CONTRACTOR's fee. of costs itemized under paragraphs 11.4.4,11.4.5 and 11.5; 11.5.2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at 11.6.2.5. the amount of credit to be allowed the site. by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the 11.5.3. Any part of CONTRACTORS capital amount of the actual net decrease in cost plus a expenses, including interest on CONTRACTOR'S deduction in CONTRACTOR's fee by an amount capital employed for the Work and charges against equal to five percent of such net decrease;and CONTRACTOR for delinquent payments. 11.6.2.6. when both additions and credits are 11.5.4. Cost of premiums for all Bonds and for all involved in any one change, the adjustment in insurance whether or not CONTRACTOR is required CONTRACTOR's fee shall be computed on the by the Contract Documents to purchase and maintain basis of the net change in accordance with the same (except for the cost of premiums covered by paragraphs 11.6.2.1 through 11.6.2.5,inclusive. subparagraph 11.4.5.9 above). 11.7. Whenever the cost of any Work is to be EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 25 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) determined pursuant to paragraphs 11.4 and 11.5, and CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting 11.9.3.2. there is no corresponding adjustment practices and submit in form acceptable to ENGINEER an with respect to any other item of Work;and itemized cost breakdown together with supporting data. 11.9.3.3. if CONTRACTOR believes that Cash Allowances: CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred 11.8. It is understood that CONTRACTOR has included additional expense or OWNER believes that in the Contract Price all allowances so named in the OWNER is entitled to a decrease in Contract Price Contract Documents and shall cause the Work so covered and the parties are unable to agree as to the to be furnished and performed for such sums as may be amount of any such increase or decrease. acceptable to OWNER and ENGINEER CONTRACTOR agreesthat: 11.9.3.4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in 11.8.1. the allowances include the cost to the Bid or change quantities at OWNER'S sole CONTRACTOR(less any applicable trade discounts) discretion without affecting the Contract Price of of materials and equipment required by the allowances any remaining item so long as the deletion or to be delivered at the site,and all applicable taxes;and addition does not exceed twenty-five percent of the original total Contract Price. 11.8.2. CONTRACTOR's costs for unloading and handling on the site,labor,installation costs,overhead, profit and other expenses contemplated for the ARTICLE 12--CHANGE OF CONTRACT TIMES allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. 12.1. The Contract Times(or Milestones)may only be changed by a Change Order or a Written Amendment. Prior to final payment,an appropriate Change Order will be Any claim for an adjustment of the Contract Times (or issued as recommended by ENGINEER to reflect actual Milestones)shall be based on written notice delivered by amounts due CONTRACTOR on account of Work covered the party making the claim to the other party and to by allowances, and the Contract Price shall be ENGINEER promptly (but in no event later than thirty correspondingly adjusted. days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice 11.9. Unit Price Work- of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence(unless 11.9.1.Where the Contract Documents provide that all ENGINEER allows additional time to ascertain more or part of the Work is to be Unit Price Work,initially accurate data in support of the claim) and shall be the Contract Price will be deemed to include for all accompanied by the claimant's written statement that the Unit Price Work an amount equal to the sum of the adjustment claimed is the entire adjustment to which the established unit prices for each separately identified claimant has reason to believe it is entitled as a result of item of Unit Price Work times the estimated quantity the occurrence of said event. All claims for adjustment in of each item as indicated in the Agreement. The the Contract Times(or Milestones)shall be determined by estimated quantities of items of Unit Price Work are ENGINEER in accordance with paragraph 9.11 if not guaranteed and are solely for the purpose of OWNER and CONTRACTOR cannot otherwise agree. comparison of Bids and determining an initial Contract No claim for an adjustment in the Contract Times (or Price. Determinations of the actual quantities and Milestones)will be valid if not submitted in accordance classifications of Unit Price Work performed by with the requirements of this paragraph 12.1. CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 11.9.2.Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate 12.3. Where CONTRACTOR is prevented from to cover CONTRACTOR's overhead and profit for completing any part of the Work within the Contract each separately identified item. Times(or Milestones)due to delay beyond the control of CONTRACTOR,the Contract Times(or Milestones)will 11.9.3.OWNER or CONTRACTOR may make a be extended in an amount equal to time lost due to such claim for an adjustment in the Contract Price in delay if a claim is made therefor as provided in accordance with Article 11 if: paragraph 12.1. Delays beyond the control of CONTRACTOR shall include,but not be limited to,acts 11.9.3.1. the quantity of any item of Unit Price or neglect by OWNER,acts or neglect of utility owners or Work performed by CONTRACTOR differs other contractors performing other work as contemplated materially and significantly from the estimated by Article 7, fires, floods, epidemics, abnormal weather quantity of such item indicated in the Agreement; conditions or acts of God. Delays attributable to and 26 EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV V2000) within the control of a Subcontractor or Supplier shall be below shall be paid as provided in said deemed to be delays within the control of CONTRACT OR paragraph 13.9,and 12.4. Where CONTRACTOR is prevented from 13.4.3. as otherwise specifically provided in the completing any part of the Work within the Contract Times Contract Documents. (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the 13.5. If Laws or Regulations of any public body having Contract Times(or Milestones)in an amount equal to the jurisdiction require any Work(or part thereof)specifically time lost due to such delay shall be CONTRACTOR's sole to be inspected, tested or approved by an employee or and exclusive remedy for such delay. In no event shall other representative of such public body,CONTRACTOR OWNER be liable to CONTRACTOR,any Subcontractor, shall assume full responsibility for arranging and any Supplier, any other person or organization, or to any obtaining such inspections,tests or approvals,pay all costs surety for or employee or agent of any of them, for in connection therewith, and furnish ENGINEER the damages arising out of or resulting from (i)delays caused required certificates of inspection, or approval. by or within the control of the CONTRACTOR, or CONTRACTOR shall also be responsible for arranging (ii)delays beyond the control of both parties including,but and obtaining and shall pay all costs in connection with not limited to, fires, floods, epidemics, abnormal weather any inspections,tests or approvals required for OWNER's conditions,acts of God or acts or neglect by utility owners and ENGINEER's acceptance of materials or equipment to or other contractors performing other work as contemplated be incorporated in the Work,or of materials,mix designs, by Article 7. or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. ARTICLE 13--TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF 13.6. If any Work(or the work of others)that is to be DEFECTIVE WORK inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. 13.1. Notice of Defects., 13.7. Uncovering Work as provided in paragraph 13.6 Prompt notice of all defective Work of which OWNER or shall be at CONTRACTOR's expense unless ENGINEER have actual knowledge will be given to CONTRACTOR has given ENGINEER timely notice of CONTRACTOR All defective Work may be rejected, CONTRACTOR's intention to cover the same and corrected or accepted as provided in this Article 13. ENGINEER has not acted with reasonable promptness in response to such notice. Access to Work: Uncovering Work: 13.2. OWNER,ENGINEER,ENGINEER's Consultants, other representatives and personnel of OWNER, 13.8. If any Work is covered contrary to the written independent testing laboratories and governmental agencies request of ENGINEER, it must, if requested by with jurisdictional interests will have access to the Work at ENGINEER,be uncovered for ENGINEER's observation Feasenable time for their observation, inspecting and and replaced at CONTRACTOR's expense. testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of 13.9. If ENGINEER considers it necessary or advisable CONTRACTOR's site safety procedures and programs so that covered Work be observed by ENGINEER or that they may comply therewith as applicable. inspected or tested by others, CONTRACTOR, at ENGINEER's request,shall uncover,expose or otherwise Tests and Inspections: make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in 13.3. CONTRACTOR shall give ENGINEER timely question, furnishing all necessary labor, material and notice of readiness of the Work for all required inspections, equipment. If it is found that such Work is defective, tests or approvals,and shall cooperate with inspection and CONTRACTOR shall pay all claims, costs, losses and testing personnel to facilitate required inspections or tests. damages caused by, arising out of or resulting from such uncovering exposure,observation, inspection and testing 13.4. OWNER shall employ and pay for the services of and of satisfactory replacement or reconstruction, an independent testing laboratory to perform all (including but not limited to all costs of repair or inspections, tests, or approvals required by the Contract replacement of work of others); and OWNER shall be Documents except: entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount 13.4.1. for inspections,tests or approvals covered thereof; may make a claim therefor as provided in by paragraph 13.5 below; Article 11. If, however, such Work is not found to be defective,CONTRACTOR shall be allowed an increase in 13.4.2. that costs incurred in connection with tests the Contract Price or an extension of the Contract Times or inspections conducted pursuant to paragraph 13.9 (or Milestones), or both, directly attributable to such EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 27 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) uncovering, exposure, observation, inspection, testing, Work resulting therefrom) has been corrected, replacement and reconstruction; and, if the parties are removed or replaced under this paragraph 13.12, the unable to agree as to the amount or extent thereof, correction period hereunder with respect to such Work CONTRACTOR may make a claim therefor as provided in will be extended for an additional period of ene dear Articles 11 and 12. two year after such correction or removal and replacement has been satisfactorily completed. OWNER May Stop the Work. Acceptance of Defective Work. 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or 13.13. If,instead of requiring correction or removal and equipment,or fails to furnish or perform the Work in such a replacement of defective Work, OWNER (and, prior to way that the completed Work will conform to the Contract ENGINEER's recommendation of final payment, also Documents, OWNER may order CONTRACTOR to stop ENGINEER) prefers to accept it, OWNER may do so. the Work, or any portion thereof,until the cause for such CONTRACTOR shall pay all claims, costs, losses and order has been eliminated;however,this right of OWNER damages attributable to OWNER's evaluation of and to stop the Work shall not give rise to any duty on the part determination to accept such defective Work(such costs to of OWNER to exercise this right for the benefit of be approved by ENGINEER as to reasonableness). If any CONTRACTOR or any surety or other party. such acceptance occurs prior to ENGINEER's recommendation of final payment,a Change Order will be Correction or Removal ofDefective Work- issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and 13.11. If required by ENGINEER,CONTRACTOR shall OWNER shall be entitled to an appropriate decrease in the promptly, as directed, either correct all defective Work, Contract Price,and,if the parties are unable to agree as to whether or not fabricated,installed or completed,or,if the the amount thereof,OWNER may make a claim therefor Work has been rejected by ENGINEER,remove it from the as provided in Article 11. If the acceptance occurs after site and replace it with Work that is not defective. such recommendation,an appropriate amount will be paid CONTRACTOR shall pay all claims, costs, losses and by CONTRACTOR to OWNER. damages caused by or resulting from such correction or removal(including but not limited to all costs of repair or OWNER May Correct Defective Work. replacement of work of others). 13.14. If CONTRACTOR fails within a reasonable time 13.12. Correction Period.- after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required 13.12.1.If within one-year two years after the date of by ENGINEER in accordance with paragraph 13.11,or if Substantial Completion or such longer period of time as CONTRACTOR fails to perform the Work in accordance may be prescribed by Laws or Regulations or by the with the Contract Documents,or if CONTRACTOR fails terms of any applicable special guarantee required by to comply with any other provision of the Contract the Contract Documents or by any specific provision of Documents, OWNER may, after seven days' written the Contract Documents, any Work is found to be notice to CONTRACTOR,correct and remedy any such defective,CONTRACTOR shall promptly,without cost deficiency. In exercising the rights and remedies under to OWNER and in accordance with OWNER's written this paragraph OWNER shall proceed expeditiously. In instructions: (i)correct such defective Work,or,if it has connection with such corrective and remedial action, been rejected by OWNER,remove it from the site and OWNER may exclude CONTRACTOR from all or part of replace it with Work that is not defective, and (ii) the site, take possession of all or part of the Work, and satisfactorily correct or remove and replace any damage suspend CONTRACTOR's services related thereto, take to other Work or the work of others resulting therefrom. possession of CONTRACTOR's tools, appliances, If CONTRACTOR does not promptly comply with the construction equipment and machinery at the site and terms of such instructions, or in an emergency where incorporate in the Work all materials and equipment delay would cause serious risk of loss or damage, stored at the site or for which OWNER has paid OWNER may have the defective Work corrected or the CONTRACTOR but which are stored elsewhere. rejected Work removed and replaced, and all claims, CONTRACTOR shall allow OWNER, OWNER's costs,losses and damages caused by or resulting from representatives, agents and employees, OWNER's other such removal and replacement (including but not contractors and ENGINEER and ENGINEER'S limited to all costs of repair or replacement of work of Consultants access to the site to enable OWNER to others)will be paid by CONTRACTOR exercise the rights and remedies under this paragraph All claims,costs,losses and damages incurred or sustained by 13.12.2.In special circumstances where a particular OWNER in exercising such rights and remedies will be item of equipment is placed in continuous service charged against CONTRACTOR and a Change Order will before Substantial Completion of all the Work, the be issued incorporating the necessary revisions in the correction period for that item may start to run from an Contract Documents with respect to the Work; and earlier date if so provided in the Specifications or by OWNER shall be entitled to an appropriate decrease in the Written Amendment. Contract Price,and,if the parties are unable to agree as to the amount thereof,OWNER may make a claim therefor 13.12.3.Where defective Work (and damage to other as provided in Article 11. Such claims,costs,losses and 28 EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV V2000) damages will include but not be limited to all costs of recommendation of payment and present the Application repair or replacement of work of others destroyed or to OWNER,or return the Application to CONTRACTOR damaged by correction, removal or replacement of indicating in writing ENGINEER's reasons for refusing to CONTRACTOR's defective Work. CONTRACTOR shall recommend payment. In the latter case,CONTRACTOR not be allowed an extension of the Contract Times (or may make the necessary corrections and resubmit the Milestones) because of any delay in performance of the Application. Ten days after presentation of the Work attributable to the exercise by OWNER of OWNER's Application for Payment to OWNER with ENGINEER's rights and remedies hereunder. recommendation,the amount recommended will(subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to ARTICLE 14--PAYMENTS TO CONTRACTOR AND CONTRACTOR COMPLETION 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on Schedule of Values. ENGINEER's on-site observations of the executed Work as an experienced and qualified design professional and on 14.1. The schedule of values established as provided in ENGINEER's review of the Application for Payment and paragraph 2.9 will serve as the basis for progress payments the accompanying data and schedules,that to the best of and will be incorporated into a form of Application for ENGINEER's knowledge,information and belief: Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of 14.5.1. the Work has progressed to the point units completed. indicated, Application for Progress Payment.• 14.5.2. the quality of the Work is generally in accordance with the Contract Documents(subject to 14.2. At least twenty days before the date established for an evaluation of the Work as a functioning whole each progress payment (but not more often than once a prior to or upon Substantial Completion,to the results month), CONTRACTOR shall submit to ENGINEER for of any subsequent tests called for in the Contract review an Application for Payment filled out and signed by Documents,to a final determination of quantities and CONTRACTOR covering the Work completed as of the classifications for Unit Price Work under date of the Application and accompanied by such paragraph 9.10,and to any other qualifications stated supporting documentation as is required by the Contract in the recommendation),and Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but 14.5.3. the conditions precedent to delivered and suitably stored at the site or at another CONTRACTOR's being entitled to such payment location agreed to in writing,the Application for Payment appear to have been fulfilled insofar as it is shall also be accompanied by a bill of sale,invoice or other ENGINEER's responsibility to observe the Work. documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and However, by recommending any such payment evidence that the materials and equipment are covered by ENGINEER will not thereby be deemed to have appropriate property insurance and other arrangements to represented that: (i)exhaustive or continuous on-site protect OWNER's interest therein, all of which will be inspections have been made to check the quality or the satisfactory to OWNER. The amount of retainage with quantity of the Work beyond the responsibilities respect to progress payments will be as stipulated in the specifically assigned to ENGINEER in the Contract Agreement. Any funds that are withheld by the OWNER Documents or(ii)that there may not be other matters or shall not be subject to substitution by the CONTRACTOR issues between the parties that might entitle with securities or any arrangements involving an escrow or CONTRACTOR to be paid additionally by OWNER or custodianship. By executing the application for payment entitle OWNER to withhold payment to CONTRACTOR- form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes, Section 24-91-101, 14.6. ENGINEER's recommendation of any payment, et sect. including final payment,shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods, CONTRACTOR's Warranty of Title. techniques, sequences or procedures of construction, or 14.3. CONTRACTOR warrants and guarantees that title the safety precautions and programs incident thereto, or to all Work, materials and equipment covered by any for any failure of CONTRACTOR to comply with Laws Application for Payment, whether incorporated in the and Regulations applicable to the furnishing or Project or not,will pass to OWNER no later than the time performance of Work, or for any failure of of payment free and clear of all Liens. CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. Review of Applications for Progress Payment. 14.7. ENGINEER may refuse to recommend the whole 14.4. ENGINEER will, within ten days after receipt of or any part of any payment if,in ENGINEER's opinion,it each Application for Payment, either indicate in writing a would be incorrect to make the representations to EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 29 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) OWNER referred to in paragraph 14.5. ENGINEER may considers the Work substantially complete, ENGINEER also refuse to recommend any such payment,or,because of will prepare and deliver to OWNER a tentative certificate subsequently discovered evidence or the results of of Substantial Completion which shall fix the date of subsequent inspections or tests, nullify any such payment Substantial Completion. There shall be attached to the previously recommended, to such extent as may be certificate a tentative list of items to be completed or necessary in ENGINEER's opinion to protect OWNER corrected before final payment. OWNER shall have seven from loss because: days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any 14.7.1. the Work is defective,or completed Work has provisions of the certificate or attached list. If, after been damaged requiring correction or replacement, considering such objections, ENGINEER concludes that the Work is not substantially complete,ENGINEER will 14.7.2. the Contract Price has been reduced by within fourteen days after submission of the tentative Written Amendment or Change Order, certificate to OWNER notify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of 14.7.3. OWNER has been required to correct OWNER's objections, ENGINEER considers the Work defective Work or complete Work in accordance with substantially complete, ENGINEER will within said paragraph 13.14,or fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial 14.7.4. ENGINEER has actual knowledge of the Completion (with a revised tentative list of items to be occurrence of any of the events enumerated in completed or corrected)reflecting such changes from the paragraphs 15.2.1 through 15.2.4 inclusive. tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the OWNER may refuse to make payment of the full amount time of delivery of the tentative certificate of Substantial recommended by ENGINEER because: Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division 14.7.5. claims have been made against OWNER on of responsibilities pending final payment between account of CONTRACTOR's performance or famishing OWNER and CONTRACTOR with respect to security, of the Work, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Unless OWNER and 14.7.6. Liens have been filed in connection with the CONTRACTOR agree otherwise in writing and so inform Work, except where CONTRACTOR has delivered a ENGINEER in writing prior to ENGINEER's issuing the specific Bond satisfactory to OWNER to secure the definitive certificate of Substantial Completion, satisfaction and discharge of such Liens, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment. 14.7.7. there are other items entitling OWNER to a set- off against the amount recommended,or 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of 14.7.8. OWNER has actual knowledge of the Substantial Completion, but OWNER shall allow occurrence of any of the events enumerated in CONTRACTOR reasonable access to complete or correct paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 items on the tentative list. through 15.2.4 inclusive; Partial Utilization: but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the 14.10. Use by OWNER at OWNER's option of any reasons for such action and promptly pay CONTRACTOR substantially completed part of the Work,which: (i)has the amount so withheld, or any adjustment thereto agreed specifically been identified in the Contract Documents,or to by OWNER and CONTRACTOR, when (a)OWNER, ENGINEER and CONTRACTOR agree CONTRACTOR corrects to OWNER's satisfaction the constitutes a separately functioning and usable part of the reasons for such action Work that can be used by OWNER for its intended purpose without significant interference with Substantial Completion: CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial 14.8. When CONTRACTOR considers the entire Work Completion of all the Work subject to the following: ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work 14.10.1.OWNER at any time may request is substantially complete (except for items specifically CONTRACTOR in writing to permit OWNER to use listed by CONTRACTOR as incomplete)and request that any such part of the Work which OWNER believes to ENGINEER issue a certificate of Substantial Completion. be ready for its intended use and substantially Within a reasonable time thereafter, OWNER, complete. If CONTRACTOR agrees that such part of CONTRACTOR and ENGINEER shall make an inspection the Work is substantially complete,CONTRACTOR of the Work to determine the status of completion. If will certify to OWNER and ENGINEER that such ENGINEER does not consider the Work substantially part of the Work is substantially complete and request complete, ENGINEER will notify CONTRACTOR in ENGINEER to issue a certificate of Substantial writing giving the reasons therefor. If ENGINEER Completion for that part of the Work. EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition)30 w/CITY OF FORT COLLINS MODIFICATIONS(REV V2000) CONTRACTOR at any time may notify OWNER and to fiunish such a release or receipt in full, ENGINEER in writing that CONTRACTOR considers CONTRACTOR may famish a Bond or other collateral any such part of the Work ready for its intended use satisfactory to OWNER to indemnify OWNER against and substantially complete and request ENGINEER to any Lien Releases or waivers of liens and the consent of issue a certificate of Substantial Completion for that the surety to finalize payment are to be submitted on part of the Work.Within a reasonable time after either forms conforming to the format of the OWNER'S standard such request, OWNER, CONTRACTOR and forms bound in the Project manual. ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If Final Payment and Acceptance. ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify 14.13. If, on the basis of ENGINEER's observation of OWNER and CONTRACTOR in writing giving the the Work during construction and final inspection, and reasons therefor. If ENGINEER considers that part of ENGINEER's review of the final Application for Payment the Work to be substantially complete,the provisions and accompanying documentation as required by the of paragraphs 14.8 and 14.9 will apply with respect to Contract Documents, ENGINEER is satisfied that the certification of Substantial Completion of that part of Work has been completed and CONTRACTOR's other the Work and the division of responsibility in respect obligations under the Contract Documents have been thereof and access thereto. fulfilled,ENGINEER will,within ten days after receipt of the final Application for Payment, indicate in writing 14.10.2. No occupancy or separate operation of part ENGINEER's recommendation of payment and present of the Work will be accomplished prior to compliance the Application to OWNER for payment. At the same with the requirements of paragraph 5.15 in respect of time ENGINEER will also give written notice to OWNER property insurance. and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, Final Inspection: ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for 14.11. Upon written notice from CONTRACTOR that the refusing to recommend final payment, in which case entire Work or an agreed portion thereof is complete, CONTRACTOR shall make the necessary corrections and ENGINEER will make a final inspection with OWNER resubmit the Application. Thirty days after presentation to and CONTRACTOR and will notify CONTRACTOR in OWNER of the Application and accompanying writing of all particulars in which this inspection reveals documentation, in appropriate form and substance and that the Work is incomplete or defective. CONTRACTOR with ENGINEER's recommendation and notice of shall immediately take such measures as are necessary to acceptability, the amount recommended by ENGINEER complete such work or remedy such deficiencies. will become due and will be paid by OWNER to CONTRACTOR subject to puagraph 17.6.2 of these Final Application for Payment. General Conditions. 14.12. After CONTRACTOR has completed all such 14.14. If, through no fault of CONTRACTOR, final corrections to the satisfaction of ENGINEER and delivered completion of the Work is significantly delayed and if in accordance with the Contract Documents all ENGINEER so confirms,OWNER shall,upon receipt of maintenance and operating instructions, schedules, CONTRACTOR's final Application for Payment and guarantees, Bonds, certificates or other evidence of recommendation of ENGINEER,and without terminating insurance required by paragraph 5.4, certificates of the Agreement,make payment of the balance due for that inspection, marked-up record documents (as provided in portion of the Work fully completed and accepted. If the paragraph 6.19) and other documents, CONTRACTOR remaining balance to be held by OWNER for Work not may make application for final payment following the fully completed or corrected is less than the retainage procedure for progress payments. The final Application for stipulated in the Agreement, and if Bonds have been Payment shall be accompanied (except as previously furnished as required in paragraph 5.1,the written consent delivered) by: (i)all documentation called for in the of the surety to the payment of the balance due for that Contract Documents, including but not limited to the portion of the Work fully completed and accepted shall be evidence of insurance required by subparagraph 5.4.13, submitted by CONTRACTOR to ENGINEER with the (ii)consent of the surety, if any, to final payment, and Application for such payment. Such payment shall be (iii)complete and legally effective releases or waivers made under the terms and conditions governing final (satisfactory to OWNER)of all Liens arising out of or filed payment, except that it shall not constitute a waiver of in connection with the Work. In lieu of such releases or claims. waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full Waiver of Claims: and affidavit of CONTRACTOR that: (1)the releases and receipts include all labor,services,material and equipment 14.15. The making and acceptance of final payment will for which a Lien could be filed, and (ii)all payrolls, constitute: material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's 14.15.1.a waiver of all claims by OWNER against property might in any way be responsible have been paid or CONTRACTOR, except claims arising from otherwise satisfied If any Subcontractor or Supplier fails unsettled Liens,from defective Work appearing after EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 31 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) final inspection pursuant to paragraph 14.11, from CONTRACTOR but which are stored elsewhere, and failure to comply with the Contract Documents or the finish the Work as OWNER may deem expedient In such terms of any special guarantees specified therein, or case CONTRACTOR shall not be entitled to receive any from CONTRACTOR's continuing obligations under further payment until the Work is finished If the unpaid the Contract Documents;and balance of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of 14.15.2.A waiver of all claims by CONTRACTOR or resulting from completing the Work such excess will be against OWNER other than those previously made in paid to CONTRACTOR. If such claims,costs,losses and writing and still unsettled. damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims,costs, losses and damages incurred by OWNER will be reviewed ARTICLE 15--SUSPENSION OF WORK AND by ENGINEER as to their reasonableness and when so TERMINATION approved by ENGINEER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. OWNER May Suspend Work: 15.3. Where CONTRACTOR's services have been so 15.1. At any time and without cause, OWNER may terminated by OWNER, the termination will not affect suspend the Work or any portion thereof for a period of not any rights or remedies of OWNER against more than ninety days by notice in writing to CONTRACTOR then existing or which may thereafter CONTRACTOR and ENGINEER which will fix the date accrue. Any retention or payment of moneys due on which Work will be resumed. CONTRACTOR shall CONTRACTOR by OWNER will not release resume the Work on the date so fixed CONTRACTOR CONTRACTOR from liability. shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly 15.4. Upon seven days' written notice to attributable to any such suspension if CONTRACTOR CONTRACTOR and ENGINEER, OWNER may, makes an approved claim therefor as provided in without cause and without prejudice to any other right or Articles 11 and 12. remedy of OWNER,elect to terminate the Agreement. In such case, CONTRACTOR shall be paid (without OWNER May Terminate: duplication of any items): 15.2. Upon the occurrence of any one or more of the 15.4.1. for completed and acceptable Work executed following events: in accordance with the Contract Documents prior to the effective date of termination, including fair and 15.2.1. if CONTRACTOR persistently fails to perform reasonable sums for overhead and profit on such the Work in accordance with the Contract Documents Work; (including,but not limited to,failure to supply sufficient skilled workers or suitable materials or equipment or 15.4.2. for expenses sustained prior to the effective failure to adhere to the progress schedule established date of termination in performing services and under paragraph2.9 as adjusted from time to time furnishing labor, materials or equipment as required pursuant to paragraph 6.6); by the Contract Documents in connection with uncompleted Work,plus fair and reasonable sums for 15.2.2. if CONTRACTOR disregards Laws or overhead and profit on such expenses; Regulations of any public body having jurisdiction, 15.4.3. for all claims, costs, losses and damages 15.2.3. if CONTRACTOR disregards the authority of incurred in settlement of terminated contracts with ENGINEER;or Subcontractors,Suppliers and others;and 15.2.4. if CONTRACTOR otherwise violates in any 15.4.4. for reasonable expenses directly attributable substantial way any provisions of the Contract to termination. Documents; CONTRACTOR shall not be paid on account of loss of OWNER may, after giving CONTRACTOR (and the anticipated profits or revenue or other economic loss surety, if any)seven days'written notice and to the extent arising out of or resulting from such termination. permitted by Laws and Regulations,terminate the services of CONTRACTOR,exclude CONTRACTOR from the site CONTRACTOR May Stop Work or Terminate: and take possession of the Work and of all CONTRACTOR's tools, appliances, construction 15.5. If,through no act or fault of CONTRACTOR,the equipment and machinery at the site and use the same to Work is suspended for a period of more than ninety days the full extent they could be used by CONTRACTOR by OWNER or under an order of court or other public (without liability to CONTRACTOR for trespass or authority, or ENGINEER fails to act on any Application conversion), incorporate in the Work all materials and for Payment within thirty days after it is submitted or equipment stored at the site or for which OWNER has paid OWNER fails for thirty days to pay CONTRACTOR any 32 EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and 17.2.2.A calendar day of twenty-four hours measured ENGINEER,and provided OWNER or ENGINEER do not from midnight to the next midnight will constitute a remedy such suspension or failure within that time, day. terminate the Agreement and recover from OWNER payment on the same terms as provided in paragraph 15.4. Notice of Claim: In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to 17.3. Should OWNER or CONTRACTOR suffer injury act on an Application for Payment within thirty days after it or damage to person or property because of any error, is submitted, or OWNER has failed for thirty days to pay omission or act of the other party or of any of the other CONTRACTOR any sum finally determined to be due, parry's employees or agents or others for whose acts the CONTRACTOR may upon seven days' written notice to other party is legally liable,claim will be made in writing OWNER and ENGINEER stop the Work until payment of to the other parry within a reasonable time of the first all such amounts due CONTRACTOR, including interest observance of such injury or damage. The provisions of thereon The provisions of this paragraph 15.5 are not this paragraph 17.3 shall not be construed as a substitute intended to preclude CONTRACTOR from making claim for or a waiver of the provisions of any applicable statute under Articles 11 and 12 for an increase in Contract Price of limitations or repose.Cumulative Remedies: or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR'S stopping Work as 17.4. The duties and obligations imposed by these permitted by this paragraph. General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and ARTICLE 16—DISPUTE RESOLUTION obligations imposed upon CONTRACTOR by paragraphs 6.12,6.16,6.30,6.31,6.32,13.1,13.12,13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition If and to the extent that OWNER and CONTRACTOR to,and are not to be construed in any way as a limitation have agreed on the method and procedure for resolving of,any rights and remedies available to any or all of them disputes between them that may arise under this which are otherwise imposed or available by Laws or Agreement,such dispute resolution method and procedure, Regulations by special warranty or guarantee or by other if any, shall be as set forth in Exhibit GC-A, "Dispute provisions of the Contract Documents,and the provisions Resolution Agreement',to be attached hereto and made a of this paragraph will be as effective as if repeated part hereof. If no such agreement on the method and specifically in the Contract Documents in connection with procedure for resolving such disputes has been reached, each particular duty,obligation,right and remedy to which and subject to the provisions of paragraphs 9.10, 9.11 and they apply. 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Professional Fees and Court Costs Included.- Contract Documents or by Laws or Regulations in respect of any dispute. 17.5. Whenever reference is made to "claims, costs, losses and damages",it shall include in each case,but not be limited to,all fees and charges of engineers,architects, ARTICLE 17—MISCELLANEOUS attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Giving Notice: Agreement Reference to two pertinent Colorado statutes are as follows; 17.1. Whenever any provision of the Contract Documents requires the giving of written notice,it will be 17.6.1. Colorado Revised Statutes (CRS 8-17-101) deemed to have been validly given if delivered in person to require that Colorado labor be employed to perform the individual or to a member of the firm,or to an officer of the Work to the extent of not less than 80 percent the corporation for whom it is intended,or if delivered at or (80%) of each type or class of labor in the several sent by registered or certified mail,postage prepaid,to the classifications of skilled and common labor employed last business address known to the giver of the notice. on the project Colorado labor means any Amon who is a bona fide resident of the State of Colorado at the 17.2. Computation of Time: time of employment,without discrimination as to race, color,creed,age,religion or sex 17.2.1.When any period of time is referred to in the Contract Documents by days, it will be computed to 17.6.2. If a claim is filed OWNER is required by exclude the first and include the last day of such law(CRS 38-26-107)to withhold from all payments to period. If the last day of any such period falls on a CONTRACTOR sufficient funds to insure the Saturday or Sunday or on a day made a legal holiday pa3gnent of all claims for labor,materials,team hire, by the law of the applicable jurisdiction,such day will sustenance, provisions, provender, or other supplies be omitted from the computation. used or consumed by CONTRACTOR or his EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 33 wI CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) subcontractors in or about the performance of the Work. Such funds must be withheld until said claims have been paid or such claims as filed have been withdrawn, such payment or withdrawal to be evidenced by filing with OWNER a receipt in full or an order for withdrawal in writing and signed by the person filing such a claim or his duly authorized agents or assigns. Such funds shall not be withheld longer than ninety(90) days following the date fixed for final settlement, as published in a public newspaper in accordance with the law,unless an action is commenced within that time to enforce such unpaid claim and a notice of lis pendens is filed with the OWNER. At the expiration of such ninety (90) day period, OWNER shall pay to CONTRACTOR such moneys and fiords as are not the subject of suit and lis pendens notices,and shall retain only sufficient funds to insure the payment of iud-gements which may result from the suit. 34 EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) (This page left blank intentionally.) EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) 35 wI CITY OF FORT COLLINS MODIFICATIONS(REV 412000) 36 EJCDC GENERAL AL CONDITIONS 1910-8(1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS(REV 4/2000) EXHIBIT GC-A to General Conditions 16.4. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract of the Construction Contract Between Documents shall include by consolidation,joinder or in any OWNER and CONTRACTOR other manner any other person or entity (including ENGINEER, ENGINEER's Consultant and the officers, directors,agents,employees or consultants of any of them) who is not a party to this contract unless: DISPUTE RESOLUTION AGREEMENT 16.4.1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration,and OWNER and CONTRACTOR hereby agree that 16.4.2. such other person or entity is substantially Article 16 of the General Conditions of the Construction involved in a question of law or fact which is common Contract between OWNER and CONTRACTOR is to those who are already parties to the arbitration and amended to include the following agreement of the parties: which will arise in such proceedings,and 16.1. All claims, disputes and other matters in 16.4.3. the written consent of the other person or question between OWNER and CONTRACTOR arising entity sought to be included and of OWNER and out of or relating to the Contract Documents or the breach CONTRACTOR has been obtained for such inclusion, thereof(except for claims which have been waived by the which consent shall make specific reference to this making or acceptance of final payment as provided by paragraph;but no such consent shall constitute consent to paragraph 14.15) will be decided by arbitration in accordance with the Construction Industry Arbitration to arbitration of any dispute not specifically described Rules of the American Arbitration Association then in such consent or to arbitration with any party not obtaining,subject to the limitations of the Article 16. This specifically identified in such consent. agreement so to arbitrate and any other agreement or 16.5. Notwithstanding paragraph 16.4, if a claim, consent to arbitrate entered into in accordance herewith as dispute or other matter in question between OWNER and provided in this Article 16 will be specifically enforceable CONTRACTOR involves the Work of a Subcontractor, under the prevailing law of any court having jurisdiction. either OWNER or CONTRACTOR may join such 16.2. No demand for arbitration of any claim,dispute Subcontractor as a party to the arbitration between OWNER or other matter that is required to be referred to and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.ts a ENGINEER initially for decision in accordance with specific provision whereby the Subcontractor consents paragraph 9.11 will be made until the earlier of(a)the date to being joined on which ENGINEER has rendered a written decision or R an arbitration between OWNER and CONTRACTOR (b)the thirty-first day after the parties have presented their involving the Work of such evidence to ENGINEER if a written decision has not been Subcontractor. Nothing in this paragraph nor in the o joinder shall rendered by ENGINEER before that date. No demand for creatprovision of such subcontract consenting arbitration of any such claim, dispute or other matter will ubc ENGINEER or any claim, right or cause of action in favor of S be made later than thirty days after the date on which Subcontractor and against OWNER ENGINEER has rendered a written decision in respect GINFR's Consultants that does not otherwise exist. thereof in accordance with paragraph 9.11;and the failure 16.6. The award rendered by the arbitrators will be to demand arbitration within said thirty days' period will final,judgment may be entered upon it in any court having result in ENGINEER'S decision being final and binding jurisdiction thereof and it will not be subject to upon OWNER and CONTRACTOR If ENGINEER modification or appeal. renders a decision after arbitration proceedings have been initiated,such decision may be entered as evidence but will 16.7. OWNER and CONTRACTOR agree that they not supersede the arbitration proceedings,except where the shall first submit any and all unsettled claims, decision is acceptable to the parties concerned. No demand counterclaims, disputes and other matters in question for arbitration of any written decision of ENGINEER between them arising out of or relating to the Contract rendered in accordance with paragraph 9.10 will be made Documents or the breach thereof("disputes"),to mediation later than ten days after the party making such demand has by the American Arbitration Association under the delivered written notice of intention to appeal as provided Construction Industry Mediation Rules of the American in paragraph 9.10. Arbitration Association prior to either of them initiating 16.3. Notice of the demand for arbitration will be against the other a demand for arbitration pursuant to filed in writing with the other party to the Agreement and paragraphs 16.1 through 16.6, unless delay in initiating w arbitration would irrevocably prejudice one of the parties. with the American Arbitration Association,and a copy will be sent to ENGINEER for information The demand for The respective thirty and ten day time limits within which arbitration will be made within the thirty-day or ten-day 1 file a demand for arbitration as provided in paragraphs period specified in paragraph 16.2 as applicable,and in all dispute and 16.3 above shall ed suspended with respect to a other cases within a reasonable time after the claim,dispute applicable submitted to mediation within those same or other matter in question has arisen,and in no event shall days ter time limits and shall remain suspended until ten any such demand be made after the date when institution of days after the termination of the mediation. The mediator legal or equitable proceedings based on such claim,dispute shall any dispute submitted to mediation under this Agreement or other matter in question would be barred by the shall not serve as arbitrator of such dispute unless otherwise agreed. applicable statute of limitations. EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) GC-Al w/CITY OF FORT COLLINS MODIFICATIONS(REV 9/99) EJCDC GENERAL CONDITIONS 1910-8(1990 Edition) GC-Al w!CITY OF FORT COLLINS MODIFICATIONS(REV 9/94) SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the CONTRACT These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the CONTRACT Documents as indicated below. SC-1.46 Work Order A. Add the following new paragraph immediately after paragraph 1.43 of the General Conditions: 1.43 Work Order - A CONTRACT Document once executed by OWNER and CONTRACTOR, that provides for the construction of all or a portion of the Work, pursuant to the CONTRACT and CONTRACT Documents. 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. Unless otherwise agreed by the parties, the CONTRACTOR shall be responsible for documenting the meeting minutes which shall be subject to the OWNER'S approval. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 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. 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 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 in paragraphs 5.4.1 through 5.4.10 of the General Conditions are as outlined in Section 00630 of the CONTRACT. The limits of liability for the insurance required by paragraphs 5.4.1 through 5.4.6 inclusive and requirements of 5.4.7 through 5.4.10 shall be in accordance with Section 00630 of the CONTRACT. SC-8.0 OWNER's Responsibilities A. 8.1 Change reference to ENGINEER to PROJECT MANAGER B. Add the following language to ARTICLE 8: 8.10. The OWNER will provide a project manager (the 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 to reject work and materials whenever 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 access so the Project Manager may perform his or her functions under the CONTRACT Documents. 8.10.3 One or more Construction Inspector(s) (CI) 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 Cl assignments. The Cl 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 Cl will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the CONTRACT Documents. The CI'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 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 5 of the CONTRACT 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 of the General Conditions. Lost days due to abnormal weather conditions will be allocated as required. Should there be a day with abnormal weather conditions, Contractor and the City Project Manager will consult, before start of Work, and determine whether Work should begin or not, documenting the decision in writing. In the event the parties mutually agree to suspend Work due to weather, the Project Schedule may be extended on a day for day basis equivalent to the period of time the Work was suspended for weather. SC-13.12 Correction Period: 13.12.1 If within two (2) years after the date of Substantial Completion or a 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 . . . SC-CONFIDENTIALITY IN CONNECTION WITH SERVICES provided to the OWNER pursuant to this CONTRACT(the"CONTRACT"), the CONTRACTOR hereby acknowledges that it has been informed that the OWNER 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 OWNER or its employees, customers or suppliers, which access is related to the performance of services that the CONTRACTOR has agreed to perform, the CONTRACTOR 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 OWNER may be confidential and/or proprietary. The CONTRACTOR agrees to treat as confidential (a) all information that is owned by the OWNER, or that relates to the business of the OWNER, or that is used by the OWNER 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 OWNER). The CONTRACTOR shall not disclose any such information to any person not having a legitimate need-to-know for purposes authorized by the OWNER. Further, CONTRACTOR shall not use the information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the OWNER. The foregoing to the contrary notwithstanding, the CONTRACTOR understands that it shall have no obligation under this CONTRACT 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 CONTRACT, or (b) is required by law, regulation or court order to be disclosed, provided that the request for disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the CONTRACTOR shall furnish a copy of this CONTRACT to anyone to whom it is required to make disclosure and shall promptly advise the OWNER in writing of each disclosure. In the event that the CONTRACTOR ceases to perform services for the OWNER, or the OWNER so requests for any reason, the CONTRACTOR shall promptly return to the OWNER 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 CONTRACTOR understands and agrees that the OWNERS's remedies at law for a breach of the CONTRACTOR's obligations under this Confidentiality Agreement may be inadequate and that the OWNER shall, in the event of any 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. SECTION 00900 CHANGE ORDERS AND PAYMENT 00950 Change Order 00955 Work Change Directive 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: ITB 10228 Cathodic Protection Renewal —Water Treatment Facility Deep Well Anode Beds CONTRACTOR: [Company Name] 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 Price: 4. Change in Time: ORIGINAL 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 COST $ .00 SERVICE PROVIDER: Date: Name, Title ACCEPTANCE: Date: Name, Project Manager REVIEWED: Date: Name, Buyer II or Senior Buyer ACCEPTANCE: Date: Jake Rector, Purchasing Manager Gerry Paul, Purchasing Director (if greater than $300,000) SECTION 00955 WORK CHANGE DIRECTIVE A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with the Work that may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Times a Field Order should be used. B. COMPLETING THE WORK CHANGE DIRECTIVE FORM ENGINEER initiates the form, including a description of the items involved and attachments. Based on conversations between the ENGINEER, OWNER and CONTRACTOR, ENGINEER completes the following: METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the estimated net effect on the CONTRACT PRICE. If the change involves an increase in the CONTRACT PRICE and the estimated amount is approached before the additional or changed Work is completed, another Work Change Directive must be issued to change the estimated price or CONTRACTOR may stop the changed Work when the estimated time is reached. If the Work Change Directive is not likely to change the CONTRACT PRICE, the space for estimated increase (decrease) should be marked "Not Applicable". Once ENGINEER has completed and signed the form, all copies should be sent to OWNER for authorization because ENGINEER alone does not have authority to authorize changes in Price or Times. Once authorized by OWNER, a copy should be sent by ENGINEER to CONTRACTOR. Price and Times may only be changed by Change Order signed by OWNER and CONTRACTOR with ENGINEER's recommendation. Article 10 of the General Conditions requires that a Change Order be initiated and processed to cover any undisputed sum or amount of time for Work actually performed pursuant to this Work Change Directive. Once the Work covered by this directive is completed or final cost and times are determined, CONTRACTOR should submit documentation for inclusion in a Change Order. IF THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE OR CONTRACT TIMES. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY. WORK CHANGE DIRECTIVE NO. PROJECT TITLE: ITB 10228 Cathodic Protection Renewal —Water Treatment Facility Deep Well Anode Beds CONTRACTOR: Name ENGINEER: Name PO NUMBER: You are directed to proceed promptly with the following change(s): Description: Purpose of Work Change Directive: Attachments: (List documents supporting change) If OWNER OR CONTRACTOR believe that the above change has affected Contract Price, any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Price: ❑ Unit Prices ❑ Lump Sum ❑ Cost of the Work Estimated increase (decrease) in Contract Price: $ If the change involves an increase, the estimated amount is not to be exceeded without further authorization. Estimated increase (decrease) in Contract Times: Substantial Completion: days; Ready for Final Acceptance: days REQUESTED: Name CONTRACTOR AUTHORIZED REPRESENTATIVE DATE RECOMMENDED: ENGINEER AUTHORIZED REPRESENTATIVE DATE AUTHORIZED: OWNER AUTHORIZED REPRESENTATIVE DATE Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with CONTRACT NUMBER DATE AMOUNT The present status of the account for this CONTRACT is as follows: 1 2 Original CONTRACT Amount: $ 3 Net Change by Change Order: $ Current CONTRACT Amount: $ Total Completed and Stored to Date: $ Less Previous Applications: $ Amount Due this Application-Before Retainage $ Less Retainage $ Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $ CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the CONTRACT. OR The undersigned CONTRACTOR certifies that to the best of its knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the CONTRACT Documents,that all accounts have been paid for Work for which previous Applications for Payment were issued and payments received, and this current payment requested herein is now due. The above Amount Due this Application is requested by the CONTRACTOR. Date: By: In accordance with the CONTRACT Documents, based on site observations and the data comprising the above Application, the ENGINEER certifies to the OWNER that the Work has progressed to the point indicated; that to the best of its knowledge, information and belief, the quality of the Work is generally in accordance with the CONTRACT Documents, and that the CONTRACTOR is entitled to payment of the amount requested herein subject to any set-offs set forth on the attached exhibit. Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored Previous Bid This Month Periods To Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Stored Completed Completed Completed This Month Previous To Date Materials Total Bid Periods Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 STORED MATERIALS SUMMARY PAGE 4 OF 4 On Hand Received Installed On Hand Item Invoice Previous This This This Number Number Description Application Period Period Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 CP RENEWAL DESIGN ISSUED FOR BID FORT COLLINS , COLORADO SEPTEMBER, 2025 Cit)( Of F6rt Collin INDEX OF DRAWINGS OOG-000 COVER SHEET, INDEX OF DRAWINGS OOG-001 GENERAL NOTES, LEGEND AND ABBREVIATION WATER TREATMENT FACILITY OOC-100 OVERALL SITE PLAN, SURVEY CONTROL, STAGING AND ACCESS 01X-101 DEMOLITION PLAN 01C-401 WEST ANODE BED ENLARGED SITE PLAN 01C-402 EAST ANODE BED ENLARGED SITE PLAN PROJECT LOCATION 01C-501 DEEP ANODE BED DETAILS 01C-502 DEEP ANODE BED DETAILS 05C-101 EROSION CONTROL PLAN 05C-501 EROSION CONTROL NOTES AND DETAILS 05C-502 EROSION CONTROL CONSTRUCTION CONTROL MEASURES STANDARD NOTES LAPORTE AVE J Q 0 z Q J W O z. VICINITY MAP SCALE: 1 "=750' (22X34) KEY PROJECT PERSONNEL NDOCI� V�;•GNARLFS•;sFO CITY OF FORT COLLINS (OWNER) �p 0047137 0; PROJECT MANAGER - TAYLOR SCOTT, P.E. �p�;Z:�tiI' 2/ 1.�a.•'�k,� (970) 286-5337 (MOBILE) '''•••••'' TSCOTT FCGOV.COM �Ss�ONALENG\� HDR ENGINEERING (ENGINEER) NICK HUMPHREY, PE SARA RACE, PE JEFF GIDDINGS (970) 416-4422 (OFFICE) (970) 416-4424 (OFFICE) (402) 320-0445 (MOBILE) NICHOLAS.HUMPHREY@HDRINC.COM SARA.RACE@HDRINC.COM JEFFRY.GIDDINGS@HDRINC.COM 1 12 3 4 5 16 7 8 GENERAL NOTES EXISTING LEGEND PROPOSED LEGEND ABBREVIATIONS 1. UNDERGROUND UTILITIES DEPICTED ON THESE PLANS ARE CLASSIFIED AS QUALITY LEVEL B — G— GAS LINE (ACSE 38 QUALITY LEVEL B) 0 DEEP ANODE BED & AND OR D AS DEFINED IN THE AMERICAN SOCIETY OF CIVIL ENGINEER'S DOCUMENT ASCE 38, 0 OR DIA DIAMETER "STANDARD GUIDANCE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE W WATER LINE (ACSE 38 QUALITY LEVEL B) CP-A CATHODIC PROTECTION ANODE WIRE AFG ABOVE FINISHED GRADE UTILITY DATA", UNLESS NOTED OTHERWISE. APPROX APPROXIMATE SS SANITARY SEWER LINE (ACSE 38 QUALITY LEVEL B) V DEEP ANODE BED VENT ASS'Y ASSEMBLY 2. EXISTING SEWERS, WATER MAINS, GAS MAINS, COMMUNICATION CONDUITS, ELECTRIC AWG AMERICAN WIRE GAUGE CABLES, AND OTHER UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN ON THE UGE UNDERGROUND ELECTRIC LINE (ACSE 38 QUALITY LEVEL B) BFV BUTTERFLY VALVE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR BM BENCH MARK OHE OVERHEAD ELECTRIC LINE (ACSE 38 QUALITY LEVEL B) DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND (L- CENTER LINE D OMISSIONS IN THE LOCATION AND QUANTITIES OF BURIED UTILITIES AND STRUCTURES CP CATHODIC PROTECTION WIRE CDOT COLORADO DEPARTMENT OF TRANSPORTATION SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS CG&S CURB, GUTTER AND SIDEWALK NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE (G) GAS LINE (ASCE 38 QUALITY LEVEL D) CIP CAST IRON PIPE ACCURACY OR COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR CL CLASS, CENTERLINE SHALL MAKE SUCH INVESTIGATION AS HE THINKS NECESSARY TO VERIFY ITS CORRECTNESS (W) WATER LINE (ASCE 38 QUALITY LEVEL D) COFC CITY OF FORT COLLINS AND COMPLETENESS. THE CONTRACTOR SHALL FIELD LOCATE AND PROTECT, AHEAD OF CONSTRUCTION ACTIVITIES, ALL UNDERGROUND UTILITIES AND STRUCTURES SO THAT THEY (SS) SANITARY SEWER LINE (ASCE 38 QUALITY LEVEL D) CORP CORPORATION CMP CORRUGATED METAL PIPE WILL NOT BE ACCIDENTALLY CUT OR DAMAGED BY CONSTRUCTION OPERATIONS. CONC CONCRETE (UGE) UNDERGROUND ELECTRIC LINE (ASCE 38 QUALITY LEVEL D) CP CATHODIC PROTECTION 3. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY EXISTING SIGNS, STRUCTURES, FENCES, (OHE) OVERHEAD ELECTRIC LINE (ASCE 38 QUALITY LEVEL D) CSU COLORADO STATE UNIVERSITY AND OTHER SURFACE FEATURES THAT OBSTRUCT OR CONFLICT WITH WORK AT THE PROJECT CTRS CENTERS SITE. RESTORE ALL DISTURBED AREAS AND SURFACE FEATURES INCLUDING BUT NOT LIMITED (FO) FIBER OPTIC LINE (ASCE 38 QUALITY LEVEL D) DIA DIAMETER TO LANDSCAPING, WATER SERVICES, DRIVEWAYS, SIDEWALKS, SHRUBS, SIGNS, STRUCTURES, DIP DUCTILE IRON PIPE FENCES, AND OTHER EXISTING FEATURES TO THEIR ORIGINAL OR BETTER CONDITION. COST — — ROW/PROPERTY LINE E EASTING OF SUCH WORK SHALL BE INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL AVOID _ — MAJOR CONTOUR (E) EAST DAMAGING TREES AND TREE BRANCHES LOCATED ADJACENT TO OR OVER THE WORK AREAS. EL ELEVATION CONTRACTOR SHALL COORDINATE ALL TREE TRIMMING ACTIVITIES WITH THE CITY OF FORT — — — — — _ MINOR CONTOUR EX EXISTING COLLINS FORESTER (KENDRA BOOT (970)-221-6660). LIMITS OF CONSTRUCTION FCLWD FORT COLLINS LOVELAND WATER DISTRICT 4. THE CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC)AT FCU FORT COLLINS UTILITIES 800-922-1987 TO REQUEST LOCATES OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR PERMANENT EASEMENT FH FIRE HYDRANT TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES SHOWN ON THE FL FLOW LINE DRAWINGS. ELECTRIC BOX FO FIBER OPTIC FT FEET, FOOT 5. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE CITY. THE CITY FE7 ELECTRIC TRANSFORMER GV GATE VALVE RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT G GAS DOES NOT CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS OR THE PROJECT GRC GALVANIZED RIGID STEEL CONDUIT STANDARDS AND SPECIFICATIONS. �f FIRE HYDRANT HDD HORIZONTAL DIRECTIONAL DRILLING POWER POLE HORIZ HORIZONTAL C 6. THE CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE DRAWINGS (APPROVED BY THE IE, INV INVERT ELEVATION CITY OF FORT COLLINS), ONE COPY OF ANY APPROPRIATE STANDARDS AND SPECIFICATIONS, w DEEP ANODE BED IN INCH AND A COPY OF ALL PERMITS NEEDED AT THE JOB SITE AT ALL TIMES. O IRR IRRIGATION L&P LIGHT AND POWER 7. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING o SURVEY CONTROL POINT LF LINEAR FEET PROCESS FOR "STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES". LT LEFT FOR INFORMATION CONTACT CDPHE, WATER QUALITY CONTROL DIVISION WQCD-PE-B2, ATTN-. TREELINE MAX MAXIMUM PERMITS AND ENFORCEMENT, PHONE (303) 692-3517. MH MANHOLE MIN MINIMUM 8. THE CITY OF FORT COLLINS, ITS REPRESENTATIVES AND THE DESIGN ENGINEER, HDR, ARE MJ MECHANICAL JOINT NOT GUARANTORS OF THE CONSTRUCTION CONTRACTOR'S OBLIGATIONS AND PERFORMANCE N NORTHING OF THE CONTRACT. (N) NORTH O.D. OUTSIDE DIAMETER 9. THE CONTRACTOR WILL HAVE PRIMARY RESPONSIBILITY FOR JOB SITE CONDITIONS DURING OHE OVERHEAD ELECTRIC THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PCCP PRETENSIONED CONCRETE CYLINDER PIPE PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND NOT BE LIMITED TO R PROPERTY LINE NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND PROP PROPOSED HOLD HARMLESS THE CITY OF FORT COLLINS AND HDR FROM ANY AND ALL LIABILITY, REAL OR PVC POLYVINYL CHLORIDE ALLEGED, EXCEPTING FOR LIABILITY CONNECTION WITH THE PERFORMANCE OR WORK ON THE RCP REINFORCED CONCRETE PIPE PROJECT, EXCEPT FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OF ROW RIGHT-OF-WAY FORT COLLINS OR HDR. RT RIGHT (S) SOUTH 10. THE CITY OF FORT COLLINS AND HDR ARE NOT RESPONSIBLE FOR SAFETY IN, ON OR ABOUT SAN SANITARY THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY SEC SECTION REGULATIONS RELATING THERETO. ST STREET STA STATION 11. THE CITY OF FORT COLLINS AND HDR ARE NOT RESPONSIBLE FOR THE SAFETY OR ADEQUACY STL STEEL B OF THE EQUIPMENT, BUILDING COMPONENTS, FORMS OR ANY OTHER WORK AIDS USED IN OR SS SANITARY SEWER ABOUT THE PROJECT, OR IN THE SUPERINTENDING OF THE SAME. SF SQUARE FEET SPEC SPECIFICATION 12. PAVEMENT AND CURB AND GUTTER THAT ARE REPLACED SHALL BE INSTALLED AT THE SAME TOP TOP OF PIPE ELEVATION AS THE ORIGINAL CONDITIONS. TBD TO BE DETERMINED 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER TBM TEMPORARY BENCH MARK ENCOUNTERED DURING CONSTRUCTION OF THIS PROJECT. GROUNDWATER SHALL BE T TELEPHONE PUMPED, PIPED, REMOVED, AND DISPOSED IN A MANNER WHICH DOES NOT CAUSE FLOODING TS TEST STATION OF PRIVATE PROPERTY, EXISTING STREETS, NOR EROSION. A PERMIT IS REQUIRED FROM THE TYP TYPICAL WATER QUALITY CONTROL DIVISION OF THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND UGE UNDERGROUND ELECTRIC ENVIRONMENT FOR THE CONSTRUCTION DEWATERING DRAINAGE. UNK UNKNOWN (W) WEST 14. PARCEL LINEWORK SHOWN IS BASED ON LARIMER COUNTY GIS DATA. EASEMENT BOUNDARY W WATER LINEWORK IS BASED ON RECORDED EASEMENT LEGAL DESCRIPTIONS GRAPHICALLY W/ WITH DEPICTED REFERENCED TO PARCEL LINE WORK. WAPA WESTERN AREA POWER ADMINISTRATION WL WATER LINE WS WATER SERVICE WV WATER VALVE ° DEGREE ' COLORADO 0 1 - CALL BEFO U DIG PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE CITY OF FORT COLLINS GENERAL NOTES, CHECKED BY G. YOUNG o CP RENEWAL DESIGN LEGEND AND ABBREVIATIONS .cl�l ti ?O 0047137' -0° 1/1 2/Zn. Z: City of 0 1" 2" FILENAME OOG-001.dwg SHEET A SEP 2025 ISSUED FOR BID �ONALEN Fort Collinsmmm� SCALE AS SHOWN oo`''-00 ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 1 2 3 4 5 6Ir 7 8 CD r `rf-- G •�rIR = CITY OF FORT COLLINS i WEST ANODE BED \G VERTICAL DATUM: SHEET 01C-401 � J NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) WATER TREATMENT FACILITY (WTF) �y r � (A �\ - GPS ACQUIRED ELEVATIONS USING TRIMBLE VRS NETWORK CITY OF FORT COLLINS BENCHMARK: FOB 11 ��C,E "MUSCOTT" ELEV=5055.74' 1 � (FOj� I , ; UGE 11 \\ D4 1 1 HORIZONTAL DATUM: ( I I UGE YI \\ i FORT COLLINS GROUND MASTER COORDINATE SYSTEM 1 HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NOW \ I WEST ANODE � NETWORK 1 1� BED POSITIVE i II � \\ HEADER CABLE 3` �� w NOTES: UGE W W \1 W \\ 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UGE -------- A _ ____U_GE UGE UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN--- f 4 LIMITS OF -1 W ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF . _y - CONSTRUCTION I �_ ) THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL ------------------------------- G UNDERGROUND UTILITIES IN THE AREA OF THE WORK • 11,418 SF � � •Q• (PO i C • UGE - / BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL (PO Jai/ � ® \1� � \`� UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR 0' ` ALL UNKNOWN UNDERGROUND UTILITIES. Y i 1 G ' I (PO Y 1 (vv) - 2. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT QE , i Y (F 1 1 Y 1 TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY �\ -GE (UVL1 PURPOSES. C Da Y i ®Y Y (FO (UGE) _ 3. CONTRACTOR MUST MAINTAIN OWNER ACCESS TO IJGE BUILDINGS IN STAGING AREA. r - - - - PT 4002 z- �'T -- PT 4000- Y Y (PC' 110 ' J � -.-UGE- --------------UGE O 1 P�! E ! \ SURVEY CONTROL POINT TABLE I W POINT# NORTHING EASTING ELEVATION _ 1 Y 4000 132729.24 173661.52 5190.67 1 atb i I 4002 132750.06 173453.86 5200.26 ! Y EAST ANODE BED EAST ANODE BED POSITIVE HEADER CABLE SHEET 01C-402 � � � � i LEGEND: STAGING AREA STAGING AREA SITE ACCESS ROUTE _ 15,855 SF _ d SITE ACCESS \ �SD ROUTE � (UGE) (UGC. UGE) CONTRACTOR BABY TOOTH ENTRANCE GATE M LIMITS OF (DRAINAGE) ROW/PROPERTY LINE (TYP) ���,� j CONSTRUCTION i - (UG_: (UGE) 19,471 SF ram,,; � A LAPORTE AVE FO1 _ FO) — I PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE OVERALL SITE PLAN CITY OF FORT COLLINS SURVEY CONTROL V :•pN FS••. CHECKED BY G. YOUNG •�,,. o CP RENEWAL DESIGN STAGING AND ACCESS I y'• ;O 0047137' � •ZJ�� 12�� °� City Of o�Fss•••"°•••G��� 0 1" 2" FILENAME 01C-100.dwg SHEET A SEP 2025 ISSUED FOR BID ONALEN Fort Collins SCALE 1 60' 01 `''-1 00 ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 " = 1 2 3 4 5 6 7 8 N 0 00 � QQ m 1 DEEP ANODE BED m CONCRETE PAD LIMITS OF �G 01C-50 DEPTH PROFILE APPROX. ELEVATION 5203 CONSTRUCTION G� s <3' QS SLOCUM ALLUVIUM 1 2 � 18" (TYP 3'-11' KPL 2-2" DIA. PVC ANODE PIERRE SHALE NOTES: D ALL (LOWER SHALE MEMBER) \ CONDUIT TO EXISTING BOLLARDS) 1. CONTRACTOR TO POTHOLE TO A DEPTH OF 12 FT \ ANODE JUNCTION BOX BELOW GROUND SURFACE AND A WIDTH OF 12 INCHES c AT DEEP ANODE BED LOCATION PRIOR TO DRILLING THE O\m m 2 ANODE JUNCTION BOX POSSIBLE GROUND WATER 20' DEEP ANODE BED. IF UTILITIES ARE ENCOUNTERED IN 1 \ 01C-50 8" BELOW SURFACE POTHOLE, NOTIFY THE ENGINEER IMMEDIATELY. ANODE "' KEYNOTE: OX D INTERCEPT POSITIVE HEADER CABLE CONDUIT IN N PLACE DURING CONSTRUCTION OF THE DEEP ANODE BED. RECONNECT POSITIVE HEADER CABLE \ \ TO RELOCATED ANODE JUNCTION BOX. m m 1 V-50' \ 2" DIA. PVC VENT PIPE (DFEET LOCATE NEW DEEP ANODE BED A MINIMUM OF 10 CONCRETE PAD KN NIOBARA FORMATION (EDGE TO EDGE) FROM EXISTING DEEP \ � ANODE BED. 7' \ 3 \ , BOLLARD �_501 0 1 DEEP ANODE BED PAD GENERAL LAYOUT \ m - SCALE: NTS 1 N: 132849.97 (DI C E: 173350.32 1C-40 WEST DEEP ANODE BED I G) LIMITS OF CONSTRUCTION POINT NO. NORTHING EASTING e o I 1 132965.60 173262.79 6 0 2 132965.60 173337.45 o I / G) 3 132879.31 173367.13 1 \ / f 4 132822.33 173356.15 \ 5 132852.60 173313.94 / 6 132852.60 173262.79 �--� 2" DIA. 36" CANDYCANE GALVANIZED VENT 50'-500' KBM BENTON GROUP 105' RIGID CONDUIT #24 MESH TO RECTIFIER SCREEN DEEP ANODE BED 1 01 C-50 #4 REINFORCING STEEL, 12" O.C. EW 18" co 6" #4 REINFORCING CONCRETE SLAB STEEL, 12" O.0 EW ANODE WIRES TO CONNECT TO EXISTING ANODE JUNCTION 1" DIA. PVC CONDUIT TO BOX RECTIFIER. 2" DIA. PVC 2" DIA. PVC ANODE CONDUIT VENT PIPE FROM BED APPROX. ELEVATION 4703 WEST ANODE PLAN DEEP ANODE BED PAD SECTION A WEST DEEP ANODE BED GEOLOGIC PROFILE A SCALE: NTS SCALE: NTS A 20 10 0 20 40 SCALE IN FEET PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE WEST ANODE BED CITY OF FORT COLLINS ENLARGED SITE PLAN V :'pN F , CHECKED BY G. YOUNG •�,,• CP RENEWAL DESIGN ;O 0047137' o.Zo�� + 2�L: r x'1' City 01 SHEET �SS�ONALE Fort Collins 0 1" 2" FILENAME 01C-401.dwg A SEP 2025 ISSUED FOR BID 01 C-401 ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 SCALE SCALE: 1" = 20' 1 2 3 4 5 6 7 8 U 1 :D h. EXISTING O DEPTH PROFILE APPROX. ELEVATION 5173 ` EAST ANODE < _ QS \ _ JUNCTION SLOCUM ALLUVIUM POSSIBLE GROUND WATER 3' I ________--ft-_UGE BOX BELOW SURFACE 2 � NOTES: 4 D 51, 3 z 1. CONTRACTOR TO POTHOLE TO A DEPTH OF 12 FT I5185= - - _ _ BELOW GROUND SURFACE AND A WIDTH OF 12 INCHES - _ 5184 AT DEEP ANODE BED LOCATION PRIOR TO DRILLING THE I - - _ 6 PIERRE SHALE 5183 2 ANODE WIRE CONDUITS 7'-76' KPL DEEP ANODE BED. IF UTILITIES ARE ENCOUNTERED IN (2) AND VENT PIPE (LOWER SHALE MEMBER) POTHOLE, NOTIFY THE ENGINEER IMMEDIATELY. 5182 �-50 75 LF � 5181 - _ _ KEYNOTE: O 5180 - - - - - -- - 0 REMOVE EXISTING ANODE WIRES FROM EXISTING 17 16 - 5179 N: 132364.99 9 (DCONDUIT. PULL NEW ANODE WIRES THROUGH � -- - O E: 173972.68 1 EXISTING CONDUIT AND CONNECT TO EXISTING / CONNECT TO EXISTING ANODE JUNCTION BOX. - 15 �\ �� / I ANODE CONDUITS \ AND VENT PIPE \ 1 N: 132331.29 10 E: 173904.52 76'-114' KN NIOBARA FORMATION 14 � \ �40EAST DEEP ANODE BED / I LIMITS OF CONSTRUCTION 06 8 - � 7 POINT NO. NORTHING FASTING 1 132411.80 173693.31 \ / 2 132387.06 173732.94 C 13 12 3 132374.97 173958.53 4 132378.84 173967.73 LIMITS OF BABY TOOTH 5 132378.25 173976.01 CONSTRUCTION (DRAINAGE) 6 132369.37 173987.52 7 132303.66 173987.45 8 132303.66 173960.15 9 132345.20 173960.15 114'-500' KBM BENTON GROUP 10 132329.12 173941.94 11 132310.75 173924.07 12 132294.34 173898.99 13 132293.39 173865.78 14 132317.84 173771.28 15 132342.00 173750.23 16 132355.61 173707.41 17 132354.80 173690.80 B APPROX. ELEVATION 4673 EAST DEEP ANODE BED GEOLOGIC PROFILE SCALE: NTS EAST ANODE PLAN ri #4 REINFORCING 01 C-50 DEEP ANODE BED STEEL, 12" O.0 EW 3' 1 2" DIA. PVC ANODE �5ODEEP ANODE BED CONDUIT TO EXISTING ANODE JUNCTION BOX 2" DIA. PVC VENT PIPE 6"THICK CONCRETE \\/�/ \ \//\//\// / A PAD ANODE WIRES TO \ /\ /\/ CONNECT 2-2" DIA. ANODE JUNCTION 2" DIA. PVC PVC ANODE CONDUIT BOX VENT PIPE TO EXISTING ANODE JUNCTION BOX 1 DEEP ANODE BED PAD GENERAL LAYOUT - SCALE: NTS A DEEP ANODE BED PAD SECTION A 20 10 0 20 40 - SCALE: NTS SCALE IN FEET PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE EAST ANODE BED DRAWN BY L. WILLYARD o�0�P00 Ll�F�s CITY OF FORT COLLINS ENLARGED SITE PLAN CHECKED BY G. YOUNG C,•�,,� GNARLFS•��F� CP RENEWAL DESIGN L y ;O 0047137' � . '•: '�Qz. City Of 0 1" 2" FILENAME 01C-402.dwg SHEET A SEP 2025 ISSUED FOR BID �ONALEN Fort Collins C A ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 SCALE SCALE: 1" = 20' 0� `''�4�2 1 2 3 14 5 6 7 8 SIZE AND RELATIVE POSITION OF THE NOMINAL 10 INCH DIA SCH 40 PVC GROUNDBED CASING THAT THE CENTRALIZER MUST SLIDE DOWN THROUGH SIZE AND RELATIVE POSITION OF IMAGINARY ARC FORMED BY CENTRALIZER RIBS CENTRALIZED RIBS, 1/4 INCH DIA STEEL RODS \ WELDED TO CENTER BAR STOCK AT THE APPROXIMATE ANGLES INDICATED CENTER STEEL BAR STOCK, 7/8 INCH DIA w w 45 DEGREES \ U W U / Z = Z U I r� p II p 0 I II O = I c/) I � = m I I Z � Z Q W U N Q Q I w 45 DEGREES \ ,/ IIIIIIIIII 2 INCH SCH 40 PVC VENT PIPE (2 3/8 INCH O.D.) SPOT WELD (TYP) C HOSE CLAMP MIXED METAL OXIDE TUBULAR ANODE HOSE CLAMP TOP VIEW ROUND-OFF CONCRETE ON TOP 3/16" SAFETY WHITE STAINLESS STEEL HOSE CLAMP REFLECTIVE STRIPES SPOT WELDED TO CENTER BAR STOCK FOR SECURING 2 INCH DIA SCH 40 PVC VENT PIPE (TYP OF 2) PAINT PIPE WITH SAFETY YELLOW EPDXY PAINT II II III 48" 4" DIA SCH 40 GALV STEEL PIPE FILLED B STAINLESS STEEL HOSE CLAMP SPOT WELDED WITH CONCRETE TO CENTER BAR STOCK FOR SECURING 1-1/4" DIA SEE NOTE 1 TUBULAR ANODE MIN 3000 PSI COMPACTED CONCRETE FOOTING UN-PAVED NATIVE BACKFILL PROVIDE MIN 1" SLOPE CENTER STEEL BAR, 7/8 INCH DIA X 5 3/4 INCHES SURROUNDING GRADE \/ CENTRALIZER RIB 1/4 INCH DIA STEEL RODS BENT WARNING TAPE /\ 00 AND WELDED TO CENTER BARzo \ \ \ \ \ J coEl I a n III w TRACER WIREEll p Q \ #12 AWG THHN 36" \ 42" Z / o Q / z . . m 2" DIA. PVC VENT 2.1087" 3/16" 2.5462" \ \ 0 NOTES: 2" DIA. PVC / A SIDE VIEW (RIBS ROTATED 45° FOR CLARITY) ANODE CONDUIT 5" 5" 1. SURFACE RESTORATION TO MATCH EXISTING CONDITIONS. NOTES: TRENCH WIDTH SHALL BE MINIMUM 12 INCHES BUT NO GREATER THAN 24 INCHES. 1. CENTRALIZED ASSEMBLY TO BE BY LIDA VENTRALIZER UNIT OR APPROVED EQUAL. 2t2' 16" DIA 2. ANODE, VENT PIPE, AND 10 INCH DIA PVC CASING ARE NOT SHOWN IN SIDE VIEW FOR CLARITY. 2. CP CABLE CONDUIT SHALL BE PVC SCH 40, MINIMUM 2" DIAMETER AND WITH MINIMUM 18 INCH RADIUS SWEEPS. 1 ANODE CENTRALIZER ASSEMBLY 01C-501 CONDUIT TRENCH r-3 BOLLARD DETAIL 01 C-501 SCALE: NTS SCALE: NTS 01 C-501 SCALE: NTS PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE DEEP ANODE BED DRAWN BY L. WILLYARD �ORADO /�F2 CITY OF FORT COLLINS DETAILS CHECKED BY G. YOUNG CP RENEWAL DESIGN ;p 0047137 e 0t��� City of SHEET NALENG\ Fort Collins 0 1„ 2" FILENAME 01C-501.dwg A SEP 2025 ISSUED FOR BID 01 C-501 ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 SCALE N.T.S. 1 2 13 4 5 6 7 8 CAST IRON WELL COVER AND FRAME. 10" NOMINAL DIAMETER, SEE NOTE 8 FOR DETAILS. COPPER BUS BAR . a a III II1= III I 1I F9II 1 00 ° III III III -III III-- lw Oo zz I a I I I I III III, 1 ® 2. COMPRESSION WIRE w IT OR III , CONNECTOR, D=II 3. z �L III I� -I ( I— DEEP ANODE BED PAD I I _L_ 5. ® 6. 7. ® 8. z 9- ® 10. z 10" DIA PVC DEEP ANODE BED CASING, ®0 SEE NOTE 7 FOR DEPTH 1 1 . 12. U r _ 2" DIA. PVC VENT PIPE. > 1 TERMINATE AT JUNCTION F- BOX, SEE DETAIL A/010501 — d: z TWO (2) 2" DIA. PVC TO o ° ANODE JUNCTION BOX ► rn a w EXISTING POSITIVE cn as LEAD TO RECTIFIER. ° a 2" PVC VENT PIPE SOLID IN INACTIVE COLUMN �O (D L/L� d ° ° N CO TWELVE ANODE LEAD WIRES O O NOTES: C ° d CEMENT GROUT 1. NUMBER AND LABEL INDIVIDUAL ANODE LEAD PUMPED IN PLACE WIRES CONSECUTIVELY STARTING WITH BOTTOM ANODE (DEEPEST)AS NUMBER ONE (1) TERMINATED IN UPPER LEFT TOP CORNER (NOT _ A , ALL LEAD WIRES OR NUMBERS SHOWN FOR CLARITY) p d. ° TOP OF COKE COLUMN 2. REUSE ANODE JUNCTION BOX AND COMPONENTS w rT� ROUTE INDIVIDUAL ANODE AT BOTH LOCATIONS. THIS INCLUDES BOX, BACK LEAD WIRES FROM DEEP PANEL, COPPER BUS BAR, SHUNTS, AND w 12.5' SPACE 1 C_50 o Q BETWEEN ANODES ANODE BED. HARDWARE. NOTIFY OWNER AND REPLACE ANY DAMAGED OR UNUSABLE COMPONENTS. z o (TYP.) 3. REPLACE OR CLEAN THE WIRE CONNECTORS BEFORE CONNECTING NEW WIRES. 0 rn DEEP ANODE BED DETAILS 1" GRC RECTIFIER LOCATION DEEP ANODE BED DEPTH (FT) NO. OF ANODES 2" GRC WEST DEEP ANODE BED 290 12 EAST DEEP ANODE BED 290 12 2 ANODE JUNCTION BOX z 01 C-502 SCALE: NTS J NOTES: O1. PROPOSED ANODE BED LOCATION TO BE FIELD VERIFIED BY THE 10. SPACE ANODES EQUALLY WITHIN ACTIVE COLUMN (206 FT) USING 0 OWNER. THE INSTALLATION CONTRACTOR SHALL LOCATE ALL ONE CENTRALIZER PER ANODE (SEE DET 1/01C 501). MAINTAIN 6' B z I UNDERGROUND UTILITIES BEFORE EXCAVATION. DEPTH BETWEEN THE BOTTOM OF THE ACTIVE COLUMN AND THE w z BOTTOM ANODE. >_ w 2. PERFORATED VENT PIPE SHALL HAVE 3/16" HOLES 6"APART AT 90 w DEGREE AROUND VENT PIPE FROM BOTTOM TO TOP OF COKE 11. ORDER ANODES WITH WIRES LONG ENOUGH TO REACH THE Q COLUMN. ANODE JUNCTION BOX WITHOUT ANY SPLICES. NO ANODE LEAD WIRE m ~ I SPLICES ARE PERMITTED. U w 3. 2"VENT PIPE MAY REST AT THE BOTTOM OF DEEP ANODE BED. 0 CAP BOTTOM, ADD WATER TO PREVENT FLOATING, DO NOT DRILL U) O I I HOLES IN BOTTOM 6" OF VENT PIPE. CN 4. ALL PVC PIPE, SHALL BE SCHEDULE 40 UNLESS OTHERWISE SHOWN. 5. DEEP ANODE BED DEPTH TO BE AS SHOWN IN DEEP ANODE BED DETAILS TABLE, THIS SHEET. 6. NUMBER OF ANODES SHALL BE PER THE DEEP ANODE BED DETAILS TABLE, THIS SHEET. 2" PVC PERFORATED 7. DEEP ANODE BED CASING TO EXTEND THROUGH ALLUVIUM. VENT PIPE a REFER TO GEOLOGIC PROFILE ON ENLARGED SITE PLAN SHEETS dl d FOR ESTIMATED DEPTH BASED ON LOCAL GEOTECHNICAL a EXPERIENCE. CALCINATED COKE BREEZE THROUGHOUT 8. DEEP ANODE BED COVER AND FRAME TO BE BINGHAM AND ACTIVE ANODE COLUMN aQ °°° TAYLOR, MARK V OR EQUAL. 10" LID STANDARD WITH RING AND A FRAME WITH FLANGED BASE. 10" CAP BOTTOM 9. ALLOW 24 HOURS AFTER COKE PLACEMENT FOR SETTLEMENT, VENT PIPE BUT IN NO CASE LONGER THAN 30 HOURS PRIOR TO (NO VENT HOLES) MEASUREMENT AND ADDING OR COMPLETING DEEP ANODE BED. AFTER INITIAL SETTLEMENT, ADD ADDITIONAL COKE AS REQUIRED TO TOP OF ACTIVE COLUMN. 1 DEEP ANODE BED 01 C-502 SCALE: NTS PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE DEEP ANODE BED CITY OF FORT COLLINS DETAILS CHECKED BY G. YOUNG •�,,• CP RENEWAL DESIGN ;O 0047137' o � •ZJ�� i2lZaZ5�Z. � ��•� City of o�Fss G��� 0 1" 2" FILENAME 01C-502.dwg SHEET A SEP 2025 ISSUED FOR BID �ONALEN Fort Collins C ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 SCALE N.T.S. 0� `''�5�2 1 2 3 4 5 6 7 8 N N PROTECT IN PLACE EXISTING JUNCTION BOX, CP �' PAD, VENT, AND POSITIVE - - - - - - - - �� — - -�-�' HEADER CABLE TO rn -" RECTIFIER POSITIVE HEADER CABLE TO RECTIFIER KEYNOTE: OX i DDEMO EXISTING DEEP ANODE BED PAD. CUT EXISTING CASING BELOW GRADE, REMOVE VENT 5180- PIPE AND WIRES. FILL WITH BENTONITE. PROTECT IN PLACE POSITIVE HEADER CABLE TO RECTIFIER. SALVAGE AND RE-USE EXISTING JUNCTION BOX. O2 EXISTING WEST DEEP ANODE BED ABANDON IN PLACE EXISTING ANODE WIRES TO 5179 - JUNCTION BOX. _ O ABANDON EXISTING DEEP ANODE BED IN PLACE. 5178 ABANDON IN PLACE CUT EXISTING CASING BELOW GRADE, REMOVE PROTECT IN PLACE EXISTING EXISTING ANODE WIRES VENT PIPE AND WIRES. FILL WITH BENTONITE. 1 POSITIVE HEADER CABLE TO JUNCTION BOX CONDUIT 5177 C BABY TOOTH (DRAINAGE) EAST DEEP ANODE BED O WEST ANODE BED DEMOLITION PLAN EAST ANODE BED DEMOLITION PLAN B A 10 5 0 10 20 SCALE IN FEET PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE DEMOLITION PLAN CITY OF FORT COLLINS V :'pN FS••. RL CHECKED BY G. YOUNG •�,,• CP RENEWAL DESIGN ;O 0047137' 6- 2IZ.0 Z5�Z. � ��•� City of o�Fss ••••••*•G��� 0 1" 2" FILENAME 01X-101.dwg SHEET A SEP 2025 ISSUED FOR BID ONALEN Fort Collins SCALE SCALE: 1" = 10' 01 X-101 ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 1 2 3 4 5 6 7 8 N I7 x. - - ------------------ D ------- ----- — • i --------------- --------_- r1i� I LIMITS OF 74 CONSTRUCTION 1 0 G 1 Gm \ - - --UGE UGE UGE Lo ccp- SEDIMENT — CONTROL LOGS \ I 113LF j� m � — y 1 NORTHERLY EDGE SEDIMENT I , OF BABY TOOTH 31 CONTROL LOGS DRAINAGE ® e 91 LIMITS OF ICONSTRUCTION \ I BABY TOOTH� ®® (DRAINAGE) i B I WEST DEEP ANODE BED EAST DEEP ANODE BED EROSION CONTROL LEGEND KEYNOTE: OX A smx sa SEDIMENT CONTROL LOGS/STRAW (DANODE ADD 10FT X 10FT OF COIR MATTING AROUND DEEP WATTLES BED. COIR MATTING FLOW PATH 20 10 0 20 40 SYMBOLS ARE NOT TO SCALE AND ARE SCHEMATIC IN NATURE SCALE IN FEET PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE DRAWN BY L. WILLYARD . ...... . CITY OF FORT COLLINS EROSION CONTROL PLAN V :•pN FS••. CHECKED BY G. YOUNG •�,,• CP RENEWAL DESIGN .O 0047137' -D o I-"I/12/Lr: � '•: ���'�� Cityof o�Fss "'••' � 0 1" 2" FILENAME 05C-101.dwg SHEET A SEP 2025 ISSUED FOR BID ONALEN Fort Collins SCALE SCALE: 1" = 20' 05r-101 ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 1 2 3 4 5 6 7 8 SITE DESCRIPTION (sP j STOCKPILE PROTECTION DESCRIPTION: A. PROPOSED SEQUENCING FOR MAJOR ACTIVITIES: STOCKPILE PROTECTION IS USED TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOIL STOCKPILES. • INSTALLATION OF INITIAL BMPS DESIGN AND INSTALLATION: • INSTALLATION OF STAGING AREA LOCATE STOCKPILES AWAY FROM DRAINAGE SYSTEM COMPONETS, INCLUDING STORM SEWERS. CHOOSE STOCKPILE • STABILIZATION OF DISTURBED AREAS AND REMOVAL OF BMPS. THE INSTALLATION AND REMOVAL OF BMPS WILL LOCATIONS THAT WILL REMAIN UNDISTURBED FOR THE LONGEST PERIOD OF TIME. INSTALL CONTROL MEASURES ON BE PHASED WITH CONSTRUCTION. DOWNSLOPE SIDE OF STOCKPILE. D MAINTENANCE: B. CALCULATIONS CHART: INSPECT CONTROL MEASURES TO ENSURE THEY ARE FUNCTIONING PROPERLY AND NO SEDIMENT HAS BEEN DISCHARGED FROM • TOTAL AREA OF DISTURBANCE: 30,900 SF THE STOCKPILE AREA. REPAIR AND REPLACE CONTROL MEASURES AS NEEDED. • TOTAL "ONSITE"AREA OF DISTURBANCE: N/A ADDITIONAL NOTES: • TOTAL "OFFSITE" AREA OF DISTURBANCE: N/A 1. UNCOVERED STOCKPILE TO HAVE A MAXIMUM HEIGHT OF U AND MAXIMUM SIDE SLOPES OF 3:1. STOCK PILE WILL BE SEEDED • TOTAL STORAGE / STAGING AREA: 15,855 SF AND MULCHED WITHIN 14 DAYS OF PLACEMENT IF PILE IS TO REMAIN DORMANT FOR THAT AMOUNT OF TIME OR LONGER. • TOTAL AREA OF HAUL ROADS: 30,626 SF 2. PILE FOOTPRINT TO BE SURFACE ROUGHENED, SEEDED, AND MULCHED ONCE PILE IS REMOVED. DOWN GRADIENT SCL, SF, • HEAVY CONSTRUCTION VEHICLE TRAFFIC AREAS OFFSITE: N/A OR IRS TO REMAIN UNTIL VEGETATION REACHES REQUIRED STABILIZATION DENSITY. IF PILE WAS PLACED ON ASPHALT, THE AREA SHALL BE CLEANED (STREET SWEEPING AND VACUUMING TO REMOVE ANY LINGERING SEDIMENT FROM THE AREA • APPROXIMATE PROJECT AREA DISTURBED AT ONE TIME: N/A ONCE THE STOCKPILE IS REMOVED. INSPECT AREA TO BE SWEPT FOR MATERIALS THAT MAY BE HAZARDOUS PRIOR TO SWEEPING. UPON COMPLETION OF SWEEPING, VERIFY CMs IN CLOSE PROXIMITY TO SWEEPING OPERATIONS HAVE NOT BEEN • EXISTING VEGETATIVE DENSITY: N/A COMPROMISED BY WORK. • EXISTING SOIL TYPE: REFER TO GEOLOGIC PROFILE ON ENLARGE PLANS 3. DOWN-GRADIENT STOCKPILES CMs MAY BE ELIMINATED IF ANOTHER DOWN-GRADIENT CM MAKES STOCKPILE CMs • GROUNDWATER DEPTH: -20 FT REDUNDANT • NUMBER OF PHASES W/ PROJECT: N/A • TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS: N/A • TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE: N/A • STEEPEST SLOPE: 3:1 H:V • DISTANCE FROM A RIPARIAN AREA: 0 MILES (BABYTOOTH DRAINAGE) 3:1 MAX C SIDE SLOPE 3'(TYP.) C. GENERAL EROSION CONTROL NOTES MAX HEIGHT=10' 1. ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.)ALL OF THEIR REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE - APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE AND CONSTRUCTION PLANS. 2. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR - PLACEMENT OF SCL, SF, OR ROCK SOCKS DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE TO BEST MATCH UNDERLYING SURFACE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 3. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN FOURTEEN (14) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4. THE CONSTRUCTION AREA SHALL BE WATERED TO MITIGATE FUGITIVE DUST AS NEEDED THROUGHOUT CONSTRUCTION. IF FUGITIVE DUST IS DETERMINED BY THE ENGINEER TO BE IMPACTING ADJACENT PROPERTIES THEN CONSTRUCTION IS TO BE SUSPENDED IMMEDIATELY UNTIL ISSUE CAN BE CONTROLLED. NATIVE UPLAND SEED MIX Common Name Scientific Name Ibs PLS/acre 5. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR Purple Prairie Clover Dalea purlunea ILS/ NOTES: RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE Indian blanketflower Gczil/urdicz aristata 1.85 B CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON 1. PERFORM OPERATIONS WITHIN THE FOLLOWING DATES: _ Blue flax Linum lewsii 0.83 A. STAGING AREA AND UPLAND MIXTURES: PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO = Rocky Mtn. penstemon Penstemon strictus 0.35 A.1. SPRING PLANTING: BETWEEN APRIL 1ST AND JULY 1ST, SEE B.2. CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY. Mexican hat Ratibida columnifera 0.20 A.2. FALL PLANTING: BETWEEN AUGUST 30TH AND OCTOBER 30TH, SEE B.2. 6. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM Sideoats Grama Bouteloua curb endula 1.15 A.3. SCHEDULE SEEDING SO THAT SEED HAS 85%COVERAGE BY SUBSTANTIAL Blue Grama Boutelotta l-acilis 0.25 COMPLETION. RESEEDING MAY BE REQUIRED,AT NO COST TO THE SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING AS NEEDED, AND EITHER PERIMETER SILT OWNER, IN ORDER TO REACH 85%COVERAGE. FENCING OR A SEDIMENT CONTROL LOG ALONG THE BASE OF THE STOCKPILE. ANY SOIL STOCKPILE REMAINING Buffalograss Buchloe dactyloides 3.27 B. HIGH ALTITUDE SEEDING IS GOVERNED BY AMBIENT TEMPERATURE. AFTER 30 DAYS SHALL BE SEEDED AND MULCHED. Inland Saltgrass Distichlis stricta 0.35 B.1. COOL SEASON GRASS SEED INTENDED FOR IMMEDIATE GERMINATION Bottlebrush squirreltail Elyznus el moides 0.95 SHALL BE PLANTED AFTER THE LAST FROST AND WHEN DAYTIME 7. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL Indian Rice grass Eriocoma hymenoides 1.13 TEMPERATURES ARE PREDICTED TO REACH 60 TO 75 DEGREES. ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED B.2. SEEDING MAY OCCUR THROUGHOUT THE SUMMER,AS MOUNTAIN Prairie June grass Koeleria ntucruntlra 0.08 TEMPERATURES RARELY REACH A LEVEL DETRIMENTAL TO GRASS SEED IMMEDIATELY BY THE CONTRACTOR. VEHICLE TRACKING PADS TO BE USED AS NEEDED TO MITIGATE TRACKOUT. Green Needle grass Nassella virichda 1.01 GROWTH,WITH WATERING AT NORMAL ESTABLISHMENT LEVELS. SEEDING 8. CONCRETE WASHOUT AREA TO BE IN ACCORDANCE WITH DETAIL PROVIDED IN PLANS OR ALTERNATIVE AS Switch grass Pal7icunr vir aturn 0.71 MAY OCCUR IF THE SOIL TEMPERATURE IS ABOVE 55 DEGREES F. APPROVED BY ENGINEER. Sand Dropseed Sporobolus cri plandrzts 0.04 B.3. FALL SEEDING, CONDUCTED IN TEMPERATURES COOLER THAN THE ABOVE, IS ACCEPTABLE; BUT DO NOT WATER UNTIL THE GROWING Total for Mix 12.98 SEASON. WITHIN FOUR WEEKS OF THE START OF THE GROWING SEASON 9. SAW CUTTING WATER TO BE VACUUMED UP BEFORE LEAVING THE SITE. ACCEPTABLE SUBSTITUTES FOR WILDFLOWERS THE ENGINEER SHALL REVIEW SEED GERMINATION AND COVERAGE, 10. BMPS TO BE MAINTAINED ACCORDING TO MANUFACTURER RECOMMENDATIONS. Fringed sage Ar•temisia fi-igidcr 0.05 OVERSEEDING MAY BE REQUIRED AT NO COST TO THE OWNER, DUE TO Plains coreo sis Coreo sis tinctoria 0.17 LOSS OF SEED VIA WILDLIFE HERBIVORY AND/OR WIND OR WATER-BASED Prairie aster Machaeranthera tanacetifolia 0.49 EROSION. C. NO SEEDING WORK SHALL BE COMPLETED BY THE CONTRACTOR WHEN THE fi ACCEPTABLE SUBSTITUTES FOR GRASSES GROUND IS FROZEN, SNOW COVERED,TOO WET,OR IN AN OTHERWISE Canada Wild Rye. El mus canadensis L 10 UNSUITABLE CONDITION FOR PLANTING. SPECIAL CONDITIONS MAY EXIST D. BEST MANAGEMENT PRACTICES (BMPS) FOR STORMWATER POLLUTION PREVENTION Mountain muhly Muhlenber is rnontana 0.11 THAT WARRANTS A VARIANCE IN THE SPECIFIED PLANTING DATES OR CONDITIONS. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE Western Wheat grass Pasco vrum smithii 1.61 ENGINEER STATING THE SPECIAL CONDITIONS AND PROPOSED VARIANCE FOR 'Contractor is responsible for locating and purchasing all species listed in mix. If a species can't be located,contractor must replace each missing APPROVAL PRIOR TO COMPLETION OF THE WORK. Utilities species with the acceptable substitutions(listed above).Contractor is responsible for providing seed tags to appropriate City staff,if required for A Mobilization Demolition Installation Demobilization project.This mix is based on 70 seeds/square foot and is only calculated for one acre.This mix is based on the contractor using a drill seed Best Management Practices (BMPS) - application.Mix should be doubled if hand broadcasted. Contractor is responsible for calculating the appropriate seed amounts to purchase. Please note that the pounds per acre are in PLS(Pure Live Seed)and must be ordered that way. All materials furnished shall be free of Colorado Structural "Installation" State noxious weeds as defined in Article III.Section 21-40 of the Code of the City of Fort Collins. (CS 2024) Sediment Control Logs/Straw Wattles X X X Coir Matting X Inlet Filter Bags * (Phased Installation) 1 Collecting Asphalt/Concrete Saw Cutting Waste SEEDING SCHEDULE - *All SCALE: NTS *All BMPs to be Removed once Construction is Complete. PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE DRAWN BY L. WILLYARD o�0�P1)0 Ll�F�s CITY OF FORT COLLINS EROSION CONTROL CHECKED BY G. YOUNG V�.0NARLkS.N%o CP RENEWAL DESIGN NOTES AND DETAILS ?p 0047137' °Zu1� t2�Z`- °� City of 0 1" 2" FILENAME o�Fss 05C-501.dwg SHEET A SEP 2025 ISSUED FOR BID �ONALEN Fort Collins SCALE N.T.S. 05C-501 ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 1 12 3 14 5 16 7 18 GENERAL EROSION CONTROL REQUIREMENTS MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) AND LEAKING CONTAINERS. SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS FENCE TO PREVENT VEHICLE TRAFFIC. DISPOSED OF BY THE CONTRACTOR IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN STORMWATER CRITERIA MANUAL (FCSCM),AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT 46) SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE REQUIREMENT CONTROLLING. THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR 19) ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD STREET RIGHT OF WAY(PUBLIC OR PRIVATE). AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY 1) THE PROPERTY OWNER, OWNER'S REPRESENTATIVE, CONTRACTOR, DESIGN ENGINEER, GENERAL THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS 35) IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM CONTRACTOR, SUB CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER PROJECT. THESE CONTROL MEASURES' DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE CONTROLS MAY BE REQUIRED OF THE CONTRACTOR BY THE CITY EROSION CONTROL INSPECTOR. DRAINAGE WAYS. REFERRED TO AS THE CONTRACTOR) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE LOADING AND UNLOADING OPERATIONS AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL 47) SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE'S REPORTABLE QUANTITY FOR D UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS 36) THE CONTRACTOR SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER DEFINE WHAT IS NEEDED ON A PROJECT. IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE CONVEYANCE, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION(apfCGOV.COM OR 20) THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT 2) THE CONTRACTOR SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. QUALITY. ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. 21) PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA OF THE EVENT.ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 3) THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD FERTILIZERS, AND CHEMICALS POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO 48) SELECTION OF "PLASTIC WELDED" EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT CONSTRUCTION SITE. THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO 37) ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL ENTRAPMENT ISSUES. 4) THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR HOURS STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO INTERIM DRAINAGE WAYS. TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND FINAL STABILIZATION AND PROJECT COMPLETION AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND GRADING ACTIVITIES AS MUCH POSSIBLE. 38) ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION(a-)FCGOV.COM EARLY TO SCHEDULE IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, 49) ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, 22) ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, THE MAINTENANCE OVER TO THE OWNER OR OTHER PARTY RESPONSIBLE FOR LONG TERM ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC "NOTICE OF CONNEX, BUILDING, ETC.)AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE MAINTENANCE OF THOSE FACILITY. VIOLATION"AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS. 23) ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. 50) ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE FCSCM, CHAPTER THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, 4: CONSTRUCTION CONTROL MEASURES. TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM 5) THE CONTRACTOR SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM CONTROL IS INSTALLED. STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE 51) ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS,STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR INSPECTIONS. LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. REPLACEMENT IN THE COURSE OF CONSTRUCTION. 24) NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE C PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING 52) SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL 6) AT ALL TIMES THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES 39) PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE MUNICIPAL CODE,AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM 53) EAST ANODE WELL SEEDING SHALL REFER TO DET 1/05C-501 FOR SPECIES MIXTURE AND APPLICATION OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE RATES AND DEPTHS REQUIREMENTS. WEST ANODE WELL SEEDING SHALL USE BLUEGRASS MIX TO BE 7) ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. APPROVED BY THE CITY. PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. 54) ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST 8) AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON 25) ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING THESE PLANS, THE CONTRACTOR SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST 40) THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS,AND EROSION CONTROL REPORT. FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO AND TACKIFICATION. DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE CONTRACTOR SHALL INSURE THAT ALL ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT 26) ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND 55) ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED INSPECTORS. TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS 9) ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO 27) ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A THE EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, MEASURES. CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT AND FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER EROSION CONTROL CAN BE PERFORMED. POLLUTION SOURCE CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH 28) ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR 41) ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, 56) THE CONTRACTOR SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN B 10) THE CONTRACTOR SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER 29) ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. ACT, ARMY CORPS OF ENGINEERS' 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE MEASURES. OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL 57) THE CONTRACTOR SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE UPON REQUEST BY THE CITY. MEASURES SHALL BE FREQUENTLY CLEANED OUT. CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST 30) NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN 11) THE CONTRACTOR SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION 42) THE CONTRACTOR IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS. FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE 12) THE CONTRACTOR SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS VEGETATIVE COVER,ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL ACHIEVED. THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE DEDICATED ASPHALT AND CONCRETE BATCH PLANTS CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, 43) DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES 58) THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS. 31) ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS 13) ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE CONTRACTOR SHALL INFORM THE EROSION MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO 14) THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER BE USED ON SITE. WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. CLARIFICATION. 15) AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION VEHICLE TRACKING CONCRETE SAW CUTTING MATERIALS CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND 32) AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI 44) SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS PROCEDURES OF THE MANUAL. HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND A 16) INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). RETAINED BY THE CONTRACTOR. WASTE MATERIALS STORAGE AND SANITARY FACILITIES 33) IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE 17) ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE 45) TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. LEAST FIFTY HALL FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. . THESE FACILITIES SHOULD BE DRAINAGE WAY. 34) CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM MUNICIPAL CODE, 26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE CONTRACTOR IS REQUIRED TO PRACTICE 18) ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG § AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL PROJECT MANAGER N. HUMPHREY PROJECT ENGINEER S. RACE DRAWN BY L. WILLYARD CITY OF FORT COLLINS EROSION CONTROL V :• FS••. CHECKED BY G. YOUNG pN o CP RENEWAL DESIGN CONSTRUCTION CONTROL MEASURES _ � y • STANDARD NOTES ;O 0047137' -0 ��•� Cityof o�Fss •••"°•••G��� 0 1" 2" FILENAME 05C-502.dwg SHEET A SEP 2025 ISSUED FOR BID �ONALEN Fort Collins C ISSUE DATE DESCRIPTION PROJECT NUMBER 10398893 SCALE N.T.S. 05r-5�2 City of Fort Collins Cathodic Protection Renewal Construction Documents Project Manual Issued for Bid September 2025 HDR Project No. 10398893 PDO C/�F2 pNAR�Fs ,sFO p 0047137 �Ss�ONAL ENG\� TABLE OF CONTENTS DIVISION 00-PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 01 -PROJECT MANUAL COVER 00 01 10 -TABLE OF CONTENTS DIVISION 01-GENERAL REQUIREMENTS 01 00 00 -DIVISION 01 DIVIDER 01 11 00-SUMMARY OF WORK 01 14 16 -COORDINATION WITH OWNER'S OPERATIONS 01 14 19-USE OF SITE 01 22 00 -MEASUREMENT AND PAYMENT 01 29 73 -SCHEDULE OF VALUES 01 31 13 -PROJECT COORDINATION 01 31 19 -PROJECT MEETINGS 01 31 26 -ELECTRONIC COMMUNICATION PROTOCOLS 01 32 16-CONSTRUCTION PROGRESS SCHEDULE 01 33 00 -SUBMITTAL PROCEDURES 01 35 44-SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN 01 41 24 -PERMIT REQUIREMENTS 0142 00 -REFERENCES 01 51 05 -TEMPORARY UTILITIES 01 61 00 -COMMON PRODUCT REQUIREMENTS 01 65 00-PRODUCT DELIVERY REQUIREMENTS 01 66 00 -PRODUCT STORAGE AND HANDLING REQUIREMENTS 01 7114 -MOBILIZATION AND DEMOBILIZATION 01 7123 -FIELD ENGINEERING 01 71 33 -PROTECTION OF THE WORK AND PROPERTY 01 74 00 -CLEANING 01 77 19 -CLOSEOUT REQUIREMENTS 01 78 36 -WARRANTIES 01 78 39 -PROJECT RECORD DOCUMENTS DIVISION 03-CONCRETE 03 00 00 -DIVISION 03 DIVIDER 03 00 05 -CONCRETE 03 05 05 -CONCRETE TESTING AND INSPECTION 03 31 31 -CONCRETE MIXING,PLACING,JOINTING,AND CURING 03 35 00 -CONCRETE FINISHING AND REPAIR OF SURFACE DEFECTS DIVISION 26-ELECTRICAL 26 00 00 -DIVISION 26 DIVIDER 26 05 43 -UNDERGROUND WORK FOR ELECTRICAL SYSTEMS 26 42 14 -CATHODIC PROTECTOIN SYSTEM -IMPRESSED CURRENT DIVISION 31-EARTHWORK 3100 00 -DIVISION 31 DIVIDER 31 10 00 -SITE CLEARING 3122 19 -FINISH GRADING 3123 33 -TRENCHING AND BACKFILLING DIVISION 32-EXTERIOR IMPROVEMENTS 32 00 00 -DIVISION 32 DIVIDER 32 92 00 -SEEDING,SODDING AND LANDSCAPING 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TABLE OF CONTENTS 0001 10-1 F)l DIVISION 01 GENERAL REQUIREMENTS SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Location and description of Work and prior uses of the Site. 2. Construction Contracts for this Project. 3. Others retained by Owner for the Project. 4. Work by Owner. 5. Sequence and progress of Work. 6. Contractor's use of the Site. 7. Easements and rights-of-way. 8. Utility owners. 9. Tree trimming,clearing,and tree removal. B. Related Requirements: 1. Include,but are not limited to,the following: a. Section 01 14 16 -Coordination with Owner's Operations. b. Section 01 14 19 -Use of Site. c. Section 01 7133 -Protection of the Work and Property. 1.2 LOCATION AND DESCRIPTION OF WORK A. The Work is located at the City of Fort Collins Water Treatment Facility(WTF),4316 Laporte Ave,Fort Collins,CO 80521 . B. The Project includes constructing the Work broadly described below,in accordance with the ContractDocuments,with all related appurtenances. Work shown on the Drawings,or indicated in the Specifications,or indicated elsewhere in the Contract Documents is part of the Work, regardless of whether indicated below. The Work includes,but is not limited to,the following: 1. Drilling of two(2)deep anode beds 2. Installation of deep anodes,centralizers,wiring and vent piping within anode bed. 3. Backfilling of deep anode wells with coke breeze, sand,and grout seal. 4. Installing subsurface conduit and vent pipe between new deep anode beds and existing anode junction box pads. 5. Abandonment of two (2)existing deep anode beds. C. Contracting Method: The Project will be constructed under a single prime construction Contract. 1.3 CONSTRUCTION CONTRACTS FOR THIS PROJECT A. Single Prime Construction Contract: The Contract requires all the Work for the Project not expressly allocated to Owner or others in the Contract Documents. 1.4 OTHERS RETAINED BY OWNER FOR THE PROJECT A. Engineer: 1. Engineer is identified in the Agreement. 2. Engineer's responsibilities forthe Project,relativeto Contractor,are indicated throughout the Contract Documents. 3. Whetherthe Engineerwillfurnish the services ofa Resident Project Representative(RPR) for the Project is indicated in the Supplementary Conditions. B. None. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SUMMARY OF WORK 011100-1 1.5 WORK BY OWNER A. Owner will perform the following in connection with the Work: 1. Operate,turn off and lockout all power and connections to all existing va Ives,flow-control gates,pumps,equipment,and appurtenances thatwill affect Owner's operations or facility processes,unless otherwise specified or indicated. 1.6 SEQUENCE AND PROGRESS OF WORK A. Requirements for sequencing and coordinating with Owner's operations,including maintenance of facility operations during construction,and requirements for tie-ins and shutdowns,are in Section 01 14 16 -Coordination with Owner's Operations. 1.7 CONTRACTOR'S USE OF SITE A. Use of Site-General: 1. Limits on Contractor's use ofthe Site are indicated in Section 01 1419-Use of Site,and as may be shown on the Drawings. 2. Contractors shall share useof the Site with other contractors andothers specified in Articles 1.3 through 1.5 (inclusive)of this Section. 3. Relocate stored materials and equipment that interfere with operations of Owner,other contractors,and others performing work for Owner. 4. Comply with restrictions set forth in Section 01 14 19 -Use of Site. B. Owner will occupy the Site jointly with Contractor during construction for performance of Owner's typical operations. Coordinate with Owner in all construction operations to minimize conflicts between Contractor and Owner's employees and others under Owner's control. Owner will have Owner's suppliers for deliveries of chemicals and other items accessing the Site from time to time,possibly on a daily basis. 1.8 EASEMENTS AND RIGHTS-OF-WAY A. Easements and Rights-of-Way-General: 1. Easements and rights-of-way required for the permanent improvements included in the Work will be provided by Owner in accordance with the General Conditions and Supplementary Conditions. 2. Confine construction operations within Owner's property,public rights-of-way,easements obtained by Owner,and limits shown,and property for which Contractor has made arrangements directly with property owner(s). 3. Use care in placing construction tools,machinery and equipment,excavated materials,and materials andequipment to be incorporated into the Work to avoid damaging property and interfering with traffic. 4. Do not enterprivate property outside the construction limits without permission from the owner of the property. 1.9 UTILITY OWNERS A. Utilities and theirowners indicated in the Contract Documents are for Contractor's convenience. Neither Owner nor Engineer will be liable to Contractor or any utility owner for failure to indicate utility,its owner,or complete and correct contact information in the Contract Documents where Contractor's reasonable and ordinarily-exercised diligence would reveal the presence of the utility and its owner. Nothing in the Contract mitigates Contractor's responsibilities underthe General Conditions,Section 01 7133 -Protection of the Work and Property,and Laws and Regulations,including"call before you dig"regulations. 1.10 TREE TRIMMING,CLEARING,AND TREE REMOVAL A. Provide all required labor and equipment for trimming,clearing,and tree removal as follows: 1. Comply with Section 01 71 33 -Protection of the Work and Property. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SUMMARY OF WORK 01 1100-2 PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SUMMARY OF WORK 011100-3 SECTION 01 14 16 COORDINATION WITH OWNER'S OPERATIONS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for coordinating with Owner's operations during the Project. 2. Requirements for tie-ins and shutdowns necessary to complete the Work without impact on Owner's operations except as allowed in this Specifications section. B. Scope: 1. Contractor shall provide all labor,materials,equipment,tools,and incidentals shown, specified,and required to coordinate with Owner's operations during the Work in accordance with this Specifications section. 2. Except forshutdowns specifiedin this Specifications section,perform the Work such that Owner's facilities remain in continuous,satisfactory operation duringtheProj ect. Schedule and perform the Work such that the Work does not: impede Owner's production or processes,create potential hazards to operating equipmentand personnel,reduce thequality of the facility's products or effluent,cause odors or other nuisances, does not affect the public health,safety,welfare,and convenience,and does not adversely affect the environment resulting in violation of Laws or Regulations. 3. Work not specifically addressed in this Specifications sectionorin referenced sections may, in general,be performed,to be completed within the Contract Times,at any time during regular working hours in accordance with the Contract Documents,subject to the requirements in this section. C. Related Requirements: Include but are not necessarily limited to: 1. Section 01 1100 -Summary of Work. 1.2 REFERENCES A. Terminology: 1. Tenn inology indicated below are not defined terms and are not indicated with initia I capita I letters,but when used in this Specifications section have the meaning indicated below: a. The term "Owner"is used throughout this section. When the facility is operated or managedby an entityother than Owner,references in this section to"Owner"as the operator or manager of the facility will be interpreted as referring to the facility manager. b. A"shutdown"is when a portion ofthenormal operation of Owner's facility,whether equipment,systems,conduit(including piping and ducting),has to be temporarily suspended or taken out of service to perform the Work. c. A"tie-in"is a connection of new Work to existing facilities,including connecting to existing conduits(including piping and ducting),electrical systems,structural elements, process/mechanical elements,and other physical connections. Some tie-ins may require that the tie-in be made without an associated shutdown. 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Review constructionprocedures under other Specifications sections and coordinate Work that will be performed with or before the Work indicated in this Section. B. Sequencing and Scheduling: 1. Refer to this Specifications sections articles on sequencing,tie-ins,and shutdowns. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design COORDINATION WITH OWNER'S OPERATIONS 01 1416-1 1.4 GENERAL CONSTRAINTS A. The following constraints apply to coordination with Owner's operations: 1. Operational Access: Owner's personnel shallhave access to equipment and areas of the facility that remain in operation. 1.5 TIE-INS A. Section 3.3 in this Specifications section lists connections by Contractor to existing facilities. Section 3.3 may not indicate all tie-ins required forthe Work; Contractor shall perform tie-ins necessary and required to complete the Work as shown or indicated in the Contract Documents, regardless of whether tie-in is indicated in Section 3.3. 1.6 SHUTDOWNS A. Shutdowns shall be in accordance with Section 3.3 of this Specifications section. Work requiring service interruptions for tie-ins shall be performed during scheduled shutdowns. B. Work that mayinterruptnormal operations shallbe accomplished at times convenient to Owner unless otherwise indicated in the Contract Documents. C. If Contractor's operations cause an unscheduled interruption of Owner's operations, immediately re-establish satisfactory operation for Owner. D. Fines and Penalties Imposed by Authorities Having Jurisdiction: 1. Unscheduled shutdowns or interruptions of continued safe and satisfactory operation of Owner's facilities thatresult in fines orpenalties by authorities having jurisdiction shall be paid solely by Contractor if,in Engineer's opinion,Contractor did not comply with requirements of the Contract Documents,orwasnegligent in the Work,or did not exercise proper precautions inperformingthe Work and complying with applicable permits,Laws, and Regulations. 2. Owner or Engineer may deduct as set-offs such amounts from payments due Contractor. E. Temporary,short-term shutdowns of smaller conduits(including piping and ducting), equipment,and systems may not be included in Table 01 1416-B. Coordinate requirements for such shutdowns with Engineer and Owner. Where necessary,obtain Engineer's interpretation or clarification before proceeding. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION 3.1 GENERAL PROVISIONS FOR COORDINATING WITH OWNER'S OPERATIONS A. Operation of Existing Systems and Equipment during the Work: 1. Do not shut offor disconnect existing operating systems or equipment,unless accepted by Engineer in writing. 2. Operation of existing systems and equipment will be by Owner unless otherwise specified or indicated. B. Bypassing: 1. Diversion of flows around treatment processes is not allowed. C. Performing the Work of this section constitutes Contractor's approval of underlying work and field conditions prevailing at the time of the Work. 3.2 PREPARATION A. Shutdowns-General Preparation: 1. Coordinate shutdowns with Owner and Engineer. 2. Submit shutdown planning Submittals and shutdown notification Submittals in accordance with this Specifications section's"Submittals"Article. 10398893 City offort Collins Cathodic Protection Renewal-90%Design COORDINATION WITH OWNER'S OPERATIONS 011416-2 3. Furnish at the Site,in close proximity to the shutdown and tie-in work areas,tools, materials,equipment,spare parts,both temporary andpermanent,necessary to successfully perform the shutdown. Complete to the extent possible,prefabrication of piping and other assemblies prior to commencing the associated shutdown. Demonstrate to Engineer's satisfaction that Contractorhas complied with such requirements before commencing the shutdown. 4. Engineer shall have no duty to Contractorto advise Contractor of inadequate preparations by Contractor; Contractor is solely responsible for the means,methods,procedures, techniques,and sequences of construction. B. Shutdowns of Electrical Systems: 1. Comply with Laws and Regulations,including the National Electric Code. 2. Contractor shall lockout and tag circuit breakers and switches operated by Owner and shall verify that affected cables and wires are de-energized to ground potential before starting other Work associated with the shutdown. 3. Upon completionof shutdown Work,remove the locks and tags and advise Owner and Engineer that facilities are available for use. 3.3 DETAILED SHUTDOWN REQUIREMENTS A. Shutdown A: 1. General: a. Affected Equipment Operating Prior to Shutdown:East andWest Cathodic Protection Rectifiers. b. Equipment Operating During Shutdown: All WTF equipment excluding the two rectifiers. c. Equipment Out of Service During Shutdown: East and West Cathodic Protection Rectifiers. d. Impact on Other Equipment and Processes: None. e. Procedure: Coordinate with Owner forOwnerto shut down rectifiers prior to start of work. f. Dates: Contractor to coordinate rectifier shutdowns with Owner prior to mobilization to site. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design COORDINATION WITH OWNER'S OPERATIONS 011416-3 SECTION 01 14 19 USE OF SITE PART 1 - GENERAL 1.1 SUMMARY 1. Section Includes:Restrictions on Contractor's use of the Site and premises. 2. Restrictions on use of existing buildings and structures,including: a. Permanent utilities and sanitary facilities. B. Scope: 1. Contractor shall provide all labor,materials,equipment,tools,and incidentals shown, specified,and required to comply with restrictions on Contractor's use ofthe Site and other areas. 2. Comply with requirements of the General Conditions,as may be modified by the Supplementary Conditions,regarding the Contractor's use of the Site and other areas. 1.2 SUBMITTALS A. Action Submittals: Submit the following: 1. Shop Drawings: a. Site plan showing proposed location of field offices,storage trailers,staging and laydown areas,temporary sanitary facilities,fuel and oil storage,and other areas Contractor proposes to occupy. 1.3 USE OF PREMISES A. Limit use of premises at the Site to work areas shown or indicated on the Drawings and as specified in this Section. Do not disturb portions of the Site beyond areas of the Work. 1. Prohibitions: a. Do not use the Site for the following: 1) Conducting Contractor's business not related to the Project or other work for Owner. 2) Overnight lodging or other,non-work use of the Site by workers or others for whom Contractor is responsible,whether housed in recreational vehicles,other vehicles,tents,quarters in field offices or Contractor-furnished temporary structures,or in work areas,is unacceptable. 2. Access to Site,Access Roads,Parking Areas,and Haul Routes: a. Comply with WTF requirements for training,check-in,and check-out procedures. B. Use of Existing Buildings and Structures: Maintain existing buildings and structures in weather- tight condition throughout construction unless otherwise indicated in the Contract Documents. Protect buildings,structures,and occupants during construction. 1. Use of Existing Utilities,Sanitary Facilities,and First-aid Facilities: a. Do not use perm anent sanitary facilities,whether provided under the Projector existing prior to the Project,at the Site. b. Do not use permanent telephone,Internet,or other communications utilities and facilities at the Site,regardless of whether such services and facilities were provided under the Project or existed prior to the Project,except in cases of emergency. c. Do not use Owner's or occupants'first-aid facilities,except in cases of medical emergency. Promptly replenish used items and Supplies with items identical to those used. C. Promptly repair damage to premises,including existing structures,finishes,equipment,and other features,caused by construction operations. Upon completion of the Work,restore premises to specified condition; if condition is not specified,restore to pre-construction condition. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design USE OF SITE 01 1419-1 PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design USE OF SITE 01 1419-2 SECTION 01 22 00 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements applicable to all bid/pay items. 2. General provisions on unit prices and quantities. 3. General provisions on lump sums. 4. Listing of the various bid/payitems in the Project,togetherwith criteria for measuring Unit Price Work for payment. B. Related Requirements: Include,but are not necessarily limited to: 1. Section 01 71 23 -Field Engineering. 1.2 REQUIREMENTS APPLICABLE TO ALL BID/PAY ITEMS A. In this Section and elsewhere in the Contract Documents,the terms"bid item","pay item", "bid/pay item","Item"followed bya number designation,"this item",and the like all have the same meaning,andreferto one ormorespecific elements ofthe Contract,established forpricing and payment,as indicated in the Bid Form and in the Agreement(or exhibit to theAgreement)at the time the Contract was signed by the parties. B. This Article applies to all bid/pay items in the Contract. C. Prices—General: 1. The bid/payitems listed startingwith Article 1.5 of this Section refer to and are the same bid items listed in the Bid Form and included in the Contract,and constitute all bid/pay items for the Work at the time the Contract was signed by the parties. 2. No direct or separate payment willbe made,outside ofthe bid/payitems in the Contract.All other items required for the work including,but not limited to General Conditions and Supplementary Conditions,Division 01 Specifications,and other requirements of the Contract Documents,shallbe considered incidental to the construction andshallnotbe paid for separately. 3. Price Escalation: a. Unless expressly indicated otherwise in the Contract Documents,Owner is not obligated to change the stipulated prices(including lump sums,unit prices,and allowances)that are allorpart ofthe Contract Price becauseof escalationof costswhen there is no corresponding change in the Contract Times. b. Changes in the Contract Times do not necessarily entitle Contractor to a change in Contract Price due to escalation. c. Should Contractorclaim a change in ContractPrice forone ormore stipulatedprice pay items without a corresponding change in scope,extent,or quality in the associated Work,priorto receivingany such change in Contract Price,Contractor shall submit with Contractor's associated Change Proposal,documentation satisfactory to Engineer supporting and documenting that Contractor's costs have increased because of delays beyond Contractor's control within the associated change in Contract Times included in such Change Proposal. 4. Compensation for all services,labor,materials,and equipment shall be included in prices stipulated for the lump sum and unit price bid/pay items in the Contract. 5. Each lump sum and unit price in the Contract shall include an amount considered by Contractoras sufficient for all overhead and profit for each separately identified bid/pay item. D. Contract Price,Payment Procedures,and Related Matters: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design MEASUREMENT AND PAYMENT 0122 00-1 I. ContractPrice: The ContractPrice,as apportioned amongbid/pay items in the Contract,is indicated in the Agreement and may be modified by Change Order. 2. Payments to Contractor: Refer to the General Conditions(as may be modified by the Supplementary Conditions),the Agreement(includingprovisions onretainage,if any),and other applicable Contract Documents. 3. Schedule of Values: Refer to the General Conditions(as may be modified by the Supplementary Conditions)and Section 0129 73 -Schedule of Values. 4. Procedures for Changes in Contract Price: Refer to the General Conditions 5. Defective Work is not eligible for payment. 1.3 GENERAL PROVISIONS ON UNIT PRICES AND QUANTITIES A. Quantities: 1. Quantities of Unit Price Work indicated in the Bid Form and in the Contract(atthe time the Agreement was signed by the parties)are estimates forpurposes ofpricing and comparison of Bids. 2. Owner does not represent,either expressly or by implication,or agree that the nature of materials encounteredbelow ground surface orin concealed areas,or actual quantities of Unit Price Work required,will correspond with the quantities in the Contract at the time the Agreement was signed by the parties. Owner reserves the right to increase or decrease quantities,and to eliminate quantities,as Owner may deem necessary or as may be necessary due to Site conditions encountered. 3. Adjustment of Unit Prices Due to Variation in Quantities: a. Provisions,if any,regarding adjustment of unit prices due to variations in actual quantities(eligible for payment)from the estimated quantities in the Contract (including quantities at the time the Agreement was signed by the parties and as subsequently modified by Change Order)are in the General Conditions,as may be modified by the Supplementary Conditions. 1) Engineer's review for possible unit price adjustment,when provision for such adjustment is expressly indicated in the Contract,will be at a time Engineer deems reasonable and proper. 2) When the Supplementary Conditions establish that,to be eligible foran adjustment in the unit price,a pay item of Unit Price Work must have a total computed, extendedprice(at the timethe Agreement was signed by the parties)equal to or greaterthan a specifiedpercentage(stipulated in the Supplementary Conditions)of the total Contract Price(at thetime the Agreement was signed by the parties),and the total extendedprice of such pay item does notexceedthe stipulatedpercentage of the Contract Price,then the associated pay item will be paid at the unit price in the Contract without adjustment for variations in actual quantity. 4. Quantity Overruns: a. When the quantityof a pay item ofUnit Price Work eligible for payment exceeds the pay item's quantity included in the Contract,Ownerwill pay for quantities that exceed those in the Contract only while the estimated totalpayments to Contractor under the Contractwill not exceed the ContractPrice. Otherwise,a Change Order is required to modify the associated quantity in the Contract,thus changing the Contract Price. 5. Except as maybe established elsewhere in the Contract Documents,make no claim for anticipated profit,loss of profit,damages,or additional compensation arising from difference between quantities of Unit Price Work eligible for payment and the estimated quantities in the Contract. B. Measuring for Payment: 1. Unless expressly indicated otherwise in the Contract Documents,measurements will be in United States standard measurements. 2. Unless indicated otherwise elsewhere in the Contract Documents,quantities of Unit Price Work eligible for payment will be rounded to the nearest whole number. 3. In the event of conflict between this Section and the measurement criteria in the Specifications of Divisions 02-49,the measurement criteria in this Section will govern. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design MEASUREMENT AND PAYMENT 012200-2 Typical intent when measurement criteria are in both this Section and the associated Division 02-49 Specifications section,is for the criteria to be interpreted together. 4. Assistance with Measurements: a. Comply with Section 01 71 23 -Field Engineering. b. Assist Engineer and Resident Project Representative(RPR)(if any),by providing measuring equipment,labor,and survey personnel necessary to measure quantities eligible for payment. 5. Quantities eligible for payment can be adjustedby Engineer to correct quantities included in Contractor's prior payment requests,and for incomplete or defective Unit Price Work. Such corrections are at Engineer's sole discretion. 1.4 GENERAL PROVISIONS ON LUMP SUM ITEMS A. Progress payments for Workpaid on a lump sumbasis will be based on Engineer's estimate of the Work(in accordance with the Contract Documents)performed through the end of the associatedpay period,based on the Schedule of Values accepted byEngineerin accordance with the Contract Documents. B. At its sole discretion,Engineer may correct amounts of lump sum Work included in prior paymentrequests based onimproved data or information available to Engineer,or Engineer's knowledge or reasonable belief that Work is incomplete or defective. 1.5 BID/PAY ITEMS-GENERAL CONTRACT A. Item 1.01 -General Contract Requirements,Bonds, and Insurance: 1. Measurement: Asset forth in the Contract's provisions regarding the Schedule of Values and progress payment procedures. 2. Item Includes: a. Work and activities indicatedin this provision are intendedas illustrative forpurposes of scope and payment and do not represent a complete list of all preconstruction activities and Submittals,orall Work oractivities requiredby the contract for General Contract Requirements,Bonds and Insurance. b. Work paid under this item will include: 1) Furnishing required performance bond and payment bond. 2) Furnishing required insurance and associated documentation. 3) Project administration 4) Progress meetings 5) Preparation of shop drawings and submittals 6) All other related and necessary labor,equipment and materials to complete the work. 3. Payment: Lump sumpayment for this item will be full compensation for completing the Work,as shown andindicatedin the Contract Documents for the General Contract limits indicatedin Section0l 11 00—Summaryof Work not included under other bid/pay items. 4. PartialpaymentsforBid Item 1.01willbemadeasthework progresses.Fifty(50%)percent of the lump sum price will be paid at the time of mobilization and the remaining fifty(50%) will be paid upon final acceptance of the project. B. Item 1.02-Mobilization and Demobilization: 1. Measurement: Inaccordance with the Contract's provisions on Schedule of Values and progress payments for lump sum Work. 2. Item Includes: a. Work and activities indicated in this provision are intendedas illustrative for purposes of scope and payment and do not represent a complete list of all preconstruction activities and Submittals,or all Work or activities required by the contract for mobilization and demobilization. b. Work paid under this item will include: 1) Mobilization and demobilization of personnel,equipment and supplies at the project site. 10398893 City offort Collins Cathodic Protection Renewal-90%Design MEASUREMENT AND PAYMENT 012200-3 2) Mobilization and demobilization of restrooms,vehicle trackpads,dumpsters,and other necessary items. 3) Project administration and progress meetings 4) Preparation of shop drawings and submittals 5) All other related and necessary labor,equipment and materials to complete the work. 3. Payment: Lump sum price for this item willbe full compensation for all mobilization and demobilization required and needed for the Contract,not included under other b id/pay items or contracts. a. The total cost of this item shall not exceed 15%of the total cost of the Work. 4. Partialpayments forBid Item 1.02 willbe madeas thework progresses.Fifty(50%)percent of the lump sumprice willbe paid at the time of mobilization and the remaining fifty(50%) will be paid upon final acceptance of the project. C. Item 1.03-Permits: 1. Measurement: Inaccordance with the Contract's provisions on Schedule of Values and progress payments for lump sum Work. 2. Item Includes: a. Work and activities indicatedin this provision are intendedas illustrative forpurposes of scope and payment and do not represent a complete list of allpreconstruction activities and Submittals,or all Work or activities required by the contract for permitting. b. Work paid under this item will include: 1) Obtaining required permits needed to start the Work. a) Any fees associated with obtaining proper licensing shall not be paid. 3. Payment: Lump sum price for this item will be full compensation for all permitting fees required and needed for the Contract,not included under other bid/pay items or contracts. D. Item 1.04—Erosion and Sediment Control 1. Measurement: Inaccordance with the Contract's provisions on Schedule of Values and progress payments for lump sum Work. 2. Item Includes: a. Work and activities indicatedin this provision are intended as illustrative for purposes of scope and payment and do not represent a complete list of all preconstruction activities and Submittals,orall Work or activities requiredby the contract for Erosion and Sediment Control. b. Work paid under this item will include: 1) Establishment oftemporary erosion control features necessary for constructionand control of surface water. a) Features may include silt fencing,erosion control logs,berms,and other sediment and erosion control measures. 2) Preparation ofanErosionand Sediment Control Plan that meets state and local requirements. 3) Preparation o fa stormwaterplan and reports that meet state and local requirements 4) Inspection and maintenance of all measures. 5) Designated erosion control supervisor 6) Equipment,labor,and materials necessary for erosion control features 7) Transportation,maintenance,and removal of erosion control features 8) All other related and necessary labor,equipment and materials to complete the work. 3. Payment: Lump sum price for this item will be full compensation for all mobilization, maintenance and demobilization required for erosionand sediment control needed for the Contract,not included under other bid/pay items or contracts. a. The total cost of this item shall not exceed 5%of the total cost of the Work. 4. Partialpayments forBid Item 1.04 willbe made as thework progresses.Fifty(50%)percent of the lump sum price willbe paid at the time of mobilization and the remaining fifty(50%) will be paid upon final acceptance of the project. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design MEASUREMENT AND PAYMENT 012200-4 E. Item 2.01 —Existing Deep Anode Bed Abandonment 1. Measurement:Inaccordance with the Contract's provisions on Schedule of Values and progress payments for unit price work. 2. Item Includes: a. Work and activities indicated in this provision are intendedas illustrative for purposes of scope and payment and do not represent a complete list of all preconstruction activities and Submittals,or all Work or activities required by the contract for Deep Anode Bed abandonment. b. Work paid under this item will include: 1) Demolition of existing concrete Anode Bed pad 2) Cut,cap,and abandon casing 3) Disposal of removed materials 4) Restoration of disturbed area 5) All other related and necessary labor,equipment and materials to complete the work. 3. Payment:Unit price per each forthis item will be full compensation for each deep anode bed abandonment with allrelated Workperformed underthis item,complete in accordance with the Contract Documents,and not specifically included under other bid/pay items or contracts. F. Item 2.02—East Deep Anode Bed 1. Measurement:Inaccordance with the Contract's provisions on Schedule of Values and progress payments for unit price work. 2. Item Includes: a. Work and activities indicatedin this provision are intendedas illustrative forpurposes of scope and payment and do not represent a complete list of all preconstruction activities and Submittals,or all Work or activities required by the contract for Deep Anode Beds. b. Work paid under this item will include: 1) Drilling of Deep Anode Bed 2) Installation of anode bed casing 3) Installation of mixed metal oxide tubular anodes 4) Installation of coke breeze backfill 5) Installation of sand layer 6) Installation of pumped cement grout 7) Installation of cover and frame 8) Installation of Anode Bed Pad 9) All other related and necessary labor,equipment and materials to complete the work. 3. Payment:Lump sum price forthis item willbe full compensation for all deep anode wells with all related Work performed under this item,complete in accordance with the Contract Documents,and not specifically included under other bid/pay items or contracts. G. Item 2.03 —West Deep Anode Bed 1. Measurement:Inaccordance with the Contract's provisions on Schedule of Values and progress payments for unit price work. 2. Item Includes: a. Work and activities indicatedin this provision are intendedas illustrative forpurposes of scope and payment and do not represent a complete list of allpreconstruction activities and Submittals,or all Work or activities required by the contract for Deep Anode Wells. b. Work paid under this item will include: 1) Drilling of Deep Anode Bed 2) Installation of well casing 3) Installation of mixed metal oxide tubular anodes 4) Installation of coke breeze backfill 5) Installation of sand layer 10398893 City offort Collins Cathodic Protection Renewal-90%Design MEASUREMENT AND PAYMENT 012200-5 6) Installation of pumped cement grout 7) Installation of cover and frame 8) Installation of Anode Bed Pad 9) All other related and necessary labor,equipment and materials to complete the work. 3. Payment:Lump sum price forthis item willbe full compensation for all deep anode beds with all related Work performed under this item,complete in accordance with the Contract Documents,and not specifically included under other bid/pay items or contracts. H. Item 2.04—2"Perforated Vent Pipe 1. Measurement: Measurement will be per linear foot of pipe provided,measured along centerline of pipe,including fittings. 2. Item Includes: a. Work and activities indicatedin this provision are intendedas illustrative for purposes of scope and payment and do not represent a complete list of all preconstruction activities and Submittals,or all Work or activities requiredby the contract for 2"vent piping- b. Work paid under this item will include: 1) Installation of 2"PVC perforated vent piping 2) All other related and necessary labor,equipment and materials to complete the work. 3. Payment: Unit price per linear foot for this item will be full compensation for all buried pipe of the indicated service,size,material,wall thickness or class,lining,and joint type, with all related Work performed underthis item,complete in accordance with the Contract Documents,and not specifically included under other bid/pay items or contracts. I. Item 2.05—2"Solid Pipe 1. Measurement: Measurement will be per linear foot of pipe provided,measured along centerline of pipe,including fittings. 2. Item Includes: a. Work and activities indicatedin this provision are intendedas illustrative forpurposes of scope and payment and do not represent a complete list of all preconstruction activities and Submittals,or all Work or activities requiredby the contract for 2" solid piping. b. Work paid under this item will include: 1) Trenching and installation of 2"PVC solid vent piping 2) Trenching and installation of 2"PVC conduit piping 3) Installation of anode lead wires in conduit 4) All other related and necessary labor,equipment and materials to complete the work. 3. Payment:Unit price per linear foot for this item will be full compensation for all buried pipe of the indicated service,size,material,wall thickness or class,lining,and jointtype,with all related Work performed under this item,complete in accordance with the Contract Documents,and not specifically included under other bid/pay items or contract. J. Item 2.06—Site Restoration 1. Measurement:Inaccordance with the Contract's provisions on Schedule of Values and progress payments for unit price work. 2. Item Includes: a. Work and activities indicated in this provision are intendedas illustrative for purposes of scope and payment and do not represent a complete list of all preconstruction activities and Submittals,or all Work or activities required by the contract for site restoration. b. Work paid under this item will include: 1) Surface restoration of disturbed areas 2) Seeding 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design MEASUREMENT AND PAYMENT 012200-6 3) All other related and necessary labor,equipment and materials to complete the work. 3. Payment:Unit price per square foot of seeding for this item will be full compensation for restoration work with all related Work performed under this item,complete in accordance with the Contract Documents,and not specifically included under other bid/pay items or contracts. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design MEASUREMENT AND PAYMENT 012200-7 Project: Fort Collins Cathodic Protection- Issued for Bid Project Bid Form Item No. Description Qty. Unit Cost/Unit Cost 1.00 General Cost of Construction 1.01 General Contract Requirements, Bonds, Insurance, Profit, &Overhead 1 LS 1.02 Mobilization and Demobilization 1 LS 1.03 Permits 1 LS 1.04 Erosion and Sediment Control 1 LS 2.00 Deep Anode Well Replacement 2.01 Existing well abandonment 2 EA 2.02 East Deep Anode Bed 1 LS 2.03 West Deep Anode Bed 1 LS 2.04 2" Perforated Vent Pipe 600 LF 2.05 2"Solid Pipe 93 LF 2.06 Site Restoration 30900 SQFT TOTAL SECTION 01 29 73 SCHEDULE OF VALUES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for the Schedule of values,including: a. Applicability. b. General provisions for Schedules of Values. c. Format,organization,and content of Schedule of Values. B. Related Requirements: Include but are not necessarily limited to: 1. Section 0122 00 -Measurement and Payment. 2. Section 01 29 76 -Progress Payment Procedures. 1.2 PRICE AND PAYMENT PROCEDURES A. Schedule of Values and Payment—General: 1. Contractor shall prepare andsubmit to Engineer for acceptance Schedule of Values that presents(as applicable): (a)an appropriate,detailed breakdown of the price of lump sum bid/pay items,and(b)lists bid/pay items ofUnit Price Work. The totalof all Work among the various bid/pay items shall equal the Contract Price. a. The Contractor is required to provide Schedule of Values that meet the requirements of the Owner.It is anticipated the Contractorwill provide a detailed Schedule of Values with multiple cost-codes,in orderto meet the designated requirements.The Schedule of Values shall match the bid form pay items. 2. Upon requestof Engineer,promptly furnish data and information that substantiates and supports the amounts indicated in the Schedule of Values. 3. Submit preliminary Schedule of Values to Engineer for initial review. Contractor shall incorporate Engineer's comments into the Schedule of Values and resubmit to Engineer. Engineer may require corrections andre-submittals until Schedule of Values is acceptable. 4. Schedule of Values may be used,where appropriate,as a basis for negotiating price of changes,if any,in the Work. B. Applicability: 1. Lump Sum Work: a. For Work paid on a lump sumbasis,progress payments will be on the basis of Work performed in accordance with the Contract Documents,for each line item in the Schedule of Values,as recommended to Owner by Engineer. 2. Unit Price Work: a. Breakdown ofunit prices(whether in a Schedule ofValues or elsewhere)into detailed cost or price components is not required. b. Unit Price Work will be measured for payment in accordance with the Contract Documents,including Section 0122 00 -Measurement and Payment. 1.3 ADMINISTRATIVE PROCEDURES A. General Provisions for Schedules of Values: 1. This Section augments requirements for the Schedule of Values,indicated in the General Conditions,as may be augmented by the Supplementary Conditions. 1.4 SUBMITTALS A. Informational Submittals: Submit the following: 10398893 City offort Collins Cathodic Protection Renewal-90%Design SCHEDULE OF VALUES 01 29 73-1 I. Submit to Engineerthe Schedule ofValues in the form andquantity required in Section 01 33 00-Submittals,andin accordance with Section 01 31 26 -Electronic Communication Protocols. 2. Content of Schedule of Values Submittals shall be in accordance with this Section. 3. Timing of Submittals: a. Preliminary Schedule of Values: 1) Submit preliminary Schedule of Values within time limit indicated in the General Conditions. b. Initial Acceptable Schedule of Values: 1) Revise the preliminary Schedule of Values in accordance with Engineer's comments. 2) Contractorwill notbe eligible for progress payment until acceptable Schedule of Values is submitted in accordance with the Contract Documents. 3) Submit the Schedule of Values acceptable to Engineer in accordance with the General Conditions. c. Updates: Submit updated Schedule of Values when: 1) The Contract Price has changed. 2) Requested by Engineer 1.5 FORMAT,ORGANIZATION,AND CONTENT OF SCHEDULE OF VALUES A. Organization and Major Elements of Schedule of Values. 1. Prepare Schedule of Values on the"progress estimate"or"continuation sheets",as applicable,of the Application for Payment form indicated in the General Conditions. 2. Include in Schedule of Values itemizedlist of Work for each major work area included in the Work,for each lump sum payment item included in the Contract. a. Contractor will not be eligible for progress payment until acceptable Schedule of Values is submitted in accordance with the Contract Documents. 3. In addition,list eitherin the Schedule ofValues or on a separate worksheet included with Applications for Payment all Unit Price Work bid/pay items in the Contract. The balanceof this Article applies to lump sum Work and Work compensated on the basis of Cost of the Work plus a fee. 4. Organization in Accordance with Specification Sections: a. Within each work area,organize the Schedule of Values bythe various Specifications section numbers and titles included in the Contract Documents. b. Label each row in the Schedule of Values with the appropriate Specifications section number. Include an amount for each row in the Schedule of Values. c. List sub-items of major materials,equipment,or systems,as appropriate or when requested by Engineer. B. Requirements forboth the preliminary Schedule of Values Submittal and the Schedule of Values Submittal for Engineer's acceptance are: 1. Schedule shall list installed value ofcomponent parts of Work in sufficient detailto serve as basis for computing values forprogress payments during construction. 2. For each major line item list sub-values of majorproducts or operations under item. 3. For various portions of Work: a. Each item shall include directly proportional amount of Contractor's overhead and profit. b. Payment for stored materials shall not be permitted on this project. 4. Sum of all values listed in schedule shall equal total Contract Price. 5. Allowances: Include separate line item for each allowance. 6. Unit Price Work: Separately indicate items of Unit Price Work in the overall Schedule of Values. Where the required form(in accordance with the General Conditions)includes a separate worksheet orpage for Unit Price Work,indicate all items of Unit Price Work on such worksheet or page of the form. 10398893 City offort Collins Cathodic Protection Renewal-90%Design SCHEDULE OF VALUES 01 29 73-2 PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SCHEDULEOF VALUES 012973-3 SECTION 01 31 13 PROJECT COORDINATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for: a. Project coordination when the Project is implemented using a singleprime construction Contract. b. Coordination meetings. c. Coordination drawings and layout drawings. B. Scope: 1. Contractor shall coordinate the Work,whether performed by Contractor's employees or by Subcontractors,Suppliers,or others for whom Contractor is responsible,to provide Work in accordance with the Contract Documents. 2. Coordinate the Work with testing entities and inspectors(whether hired by Contractor, Owner,or others)employedon the Project,forces of Ownerand facility manager(if other than Owner),and other contractors retainedby Ownerorfacility manager,and other entities with which the Work needs to be coordinated. 3. Requirements for preconstruction meetings are in the General Conditions(as may be modified by the Supplementary Conditions)and Section 01 31 19 -Project Meetings. 4. Requirements for construction progress meetings are in Section 013119-ProjectMeetings. C. Related Requirements: 1. Include,but are not necessarily limited to,the following: a. Section 01 1100 -Summary of Work.. b. Section 01 31 19 -Project Meetings. 1.2 ADMIMSTRATIVE REQUIREMENTS A. Coordination: 1. Coordination—General: a. In accordance with the General Conditions as maybe modified by the Supplementary Conditions,and Section 01 1100-Summary of Work,Contractor shall coordinate the Work with,and cooperate with,other contractors,utility owners and their contractors, owners of transportation facilities and their contractors,Owner's and facility manager's workers at the Site,and other entities working at or adjacent to the Site. 2. Advise other contractors(if any)of schedule for the Work to allow other contractors sufficienttime top erform their work that must be performedpriorto the Work Coordinate and communicate with other contractors and other entities when the Work must be p erformedprior to the work ofothers and make go od-faith efforts to avoid delaying work of others. 3. Coordination,Inspection,and Observation to Ensure Quality: a. Contractor shall continuously inspect the Work throughout the Proj ectto ensure that the Work complies with the Contract Documents. b. Inspect(including testing,where required or necessary)substrates and surfaces on which the Work will be constructed,applied,adhered,or attached,to ensure substrate and surface conditions are appropriate for providing Work in accordance with the Contract Documents. 4. Contractor is not responsible for,or liable for,damage or loss unless damage or loss resulted from action,inaction,or negligence of Contractor,or Subcontractor(s),Supplier(s),or other entity for whom Contractor is responsible. This provision does not mitigate or reduce Contractor's responsibility for security for the Work,in accordance with the Contract. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROJECT COORDTNATTON 0131 13-1 B. Coordination Meetings: 1. Contractor's Coordination Meetings: a. Schedule,attend,chair,and actively participate in coordination meetings deemed appropriate by Contractor forpurposes of coordinating the Work of Contractor's employees,Subcontractors,Suppliers,and others forwhom Contractor is responsible. b. Frequency,location,date,time,andduration of Contractor's coordination meetings are at Contractor's discretion. Record and distribute to attendees and other members of Contractor's team a record of topics discussed,decisions made,and other relevant matters at Contractor's coordination meetings. c. Engineer,Resident Project Representative(if any),Owner,and Owner's Site Representative(if any)will not attend Contractor's coordination meetings. C. Coordination Drawings and Layout Drawings: 1. Maintain sufficient,competent personnel; drafting implements; computer-aided drafting/design(CAD)or building information modeling(BIM)equipment,software, systems;and supplies at Contractor's office and at the Site(as deemed appropriate by Contractor)for preparing layout drawings and coordination drawings. 2. With the Contract Documents and Shop Drawings,use coordination drawings and layout drawings for coordinating the Work of various trades. 3. Where such coordination drawings or layout drawings are to be prepared by Subcontractors, ensure that each such Subcontractor maintains required personnel,implements,equipment, and systems at Subcontractor's office and at the Site(as deemed appropriate byContractor). PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROJECT COORDTNATTON 01 31 13-2 SECTION 01 31 19 PROJECT MEETINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for the following types meetings required during the Work: a. Requirements applicable to all meetings. b. Preconstruction meeting(s). c. Construction progress meetings. d. Closeout meeting(s). e. Other construction meetings. B. Scope: I. This Section addresses thetypes of meetings indicated in Paragraph 1.I.A of this Section. 2. Requirements forcoordination meetings,including meetings between Contractor and its Subcontractors and Suppliers are in Section 01 31 13 -Project Coordination. 3. Requirements for monthly schedule meetings are in Section 01 32 16 -Construction Progress Schedule. 4. Requirements for pre-installation conferences,if any,arein the Specifications of Divisions 02-49. C. Related Requirements: Include,but are not necessarily limited to: 1. Section 013 1 13 -Project Coordination. 2. Section 01 32 16 -Construction Progress Schedule. 1.2 REQUIREMENTS APPLICABLE TO ALL CONSTRUCTION MEETINGS A. Requirements of this Article apply to all meetings required under this Section. B. Participants: 1. Lead participant for each participating entity of each meeting shall be authorized to represent their employer and its interests on the Project,and shall be sufficiently familiar with the status of theiremployer's work,services,and activities related to the Project for purposes of the associated meeting. 2. Required participants for each type of meeting are indicated elsewhere in this Section. 3. Conduct: a. Meeting participants shall,at alltimes,exhibit appropriate,professional conduct and demeanor. b. Inappropriate conduct,including shouting,unprofessional language,threatening attitudes,or other types of insult or intimidation are unacceptable. c. Owner has the authority to eject from a conference,participants exhibiting inappropriate conduct. d. Person's exhibiting repeated or habitual inappropriate conduct will not be allowed to participate in meetings. Such person's employer and the contracting party they represent shallbear full responsibility for consequences ofactions byits employees and representatives. 4. Virtual Participation: a. "Virtual participation"means participating in a required conference without being physically present at the meeting location. Virtual participation includes participating via telephone,video conference,or other,similar means. b. Virtual attendance atmeetings maybe acceptable forcertain participants andat certain times,depending on equipment andcommunications services availability andreliability at the conference location. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROJECT MEETINGS 013119-1 c. Persons desiring to participate virtually are responsible for their own,appropriate, functioning systems and equipment to enable virtual participation. d. Virtualparticipation,when allowed,shall be from a stationary location.Operating motor vehicle concurrent with virtual participation is unacceptable. e. Persons desiringto participate virtually accept without reservation,limitations imposed by virtual participation,including potentially reduced ability to understand oral statements made by other participants,and otherpotential limitations. C. Agenda: 1. Each meetingrequiredby this Section shall have an established,written agenda available to required attendees not less than one day prior to the meeting. 2. Unless written agenda specific to a given meeting is issued in writing,the default agenda shall be in accordance with this Section. D. Meeting Date,Time,and Location: 1. Date,start time,anticipated duration,and location of each required meeting will be established as indicated in the Contract Documents. E. Minutes: 1. For each meeting required in this Section,the meeting owner will be responsible for preparing and distributing a written record("minutes")of the meeting,unless expressly indicated otherwise. 2. Purpose of minutes is to furnish a written record of the following:participants,topics discussed,questions asked and answered,decisions made,and other pertinent matters as indicated on the established agenda.Minutes are not intended a s a transcript or as complete record of minutia discussed at the associated conference. 3. Distribution of Minutes: a. Minutes will be distributed,in accordance with Section 01 3126 -Electronic Communication Protocols. 1.3 PRECONSTRUCTION CONFERENCES A. The requirements of Article 1.2 of this Section also apply to this Article. B. Preconstruction Meetings-General: 1. Thepurposeof themeetingis to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. 2. A Pre-Construction Meeting will be held after Notice of Award and before the Notice to Proceed,the date,time and location will be determined after Notice of Award. 3. Unless previously submitted to the Owner,the Contractor shall bring to the meeting a tentative schedule of the construction project,include in the schedule shop drawings and other submittals. 4. Required Participants: a. Owner: Project manager. b. Contractor: Project manager and site superintendent. c. Engineer: Project manager or delegate. d. Others as requested by the Contractor,Owner,or Engineer 5. Required participants may invite to the preconstruction meeting others they deem necessary or appropriate. C. Agenda: 1. Execution of Owner-Contractor Agreement. 2. Submission of executed bonds and insurance certificates 3. Distribution of Contract Documents 4. Submission of list of subcontractors and suppliers,list of products,and progress schedule 5. Designation of personnel representing the parties in Contract and the Engineer 6. Procedures and processing of field decisions,submittals,substitutions,applications for payments,cost proposal requests,Change Orders and Contract closeout procedures. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROJECT MEETINGS 013119-2 7. Construction scheduling and updates. 8. Scheduling activities of other consultants. 9. Critical work sequencing. 10. Major material deliveries and priorities. 11. Procedures for maintaining Record Documents. 12. Use of premises a. Work and storage areas b. Owner's requirements 13. Construction facilities,controls and construction aids. 14. Temporary utilities provided by Owner. 15. All safety and first-aid procedures are responsibility of the Contractor. 16. Security and housekeeping procedures as required by the Owner. 17. Procedures for testing. 1.4 CONSTRUCTION PROGRESS MEETINGS A. The requirements of Article 1.2 of this Section also apply to this Article. B. Construction Progress Meetings-General: 1. Purpose of construction progress meetings is to review and summarize Work performed since the previous constructionprogress meeting;review and summarize planned progress through the next,subsequent construction progress meeting; review and summarize compliance with theProgress Schedule;reviewprogress and necessary actions on pending and critical administrative items; discuss matters pertinent to the Site and construction quality;and other matters. 2. Progress meetings will be conductedweekly or atsome otherfrequency,if approved by the Owner,Engineer and Contractor. 3. Required Participants: a. Owner: Project manager. b. Contractor: Project manager and site superintendent. c. Engineer: Project manager or delegate. d. Others as requested by the Contractor,Owner,or Engineer 4. The meeting will be conductedby the Engineer and the Engineer will arrange for keeping the minutes and distributing the minutes to all persons in attendance. C. Agenda:: 1. Review minutes of previous meetings 2. Review unresolved issues from last meeting 3. Review of Work progress;three week look-ahead schedule prepared by contractor 4. Field observations,problems,conflicts and decisions 5. Identification of problems which impede planned progress 6. Review of submittals schedule and status of submittals 7. Review of off-site fabrication and delivery schedules 8. Maintenance of progress schedule 9. Corrective measures to regain projected schedules 10. Planned progress during succeeding work period 11. Coordination of projected progress 12. Maintenance of quality and work standards 13. Effect of proposed changes on progress schedule and coordination 14. Other business relating to Work 15. Construction photographic documentation. 16. Record documents status. 17. Other business. 1.5 CLOSEOUT MEETINGS A. The requirements of Article 1.2 of this Section also apply to this Article. B. Closeout Meetings-General. 10398893 City offort Collins Cathodic Protection Renewal-90%Design PROJECT MEETINGS 013119-3 I. Purpose of closeout meetings is to familiarize participants with administrative and procedural requirements for Substantial Completion(including partial utilization by Owner) and readiness forfinalpayment,and status ofthe Workrequired for achieving Substantial Completion and readiness for final payment. 2. Engineerwill schedule punchlist walkthrough atleast 10 days before submissionof the last Application for Payment. 3. Required Participants: a. Owner: Project manager. b. Contractor: Project manager and site superintendent. c. Engineer: Project manager or delegate. d. Others as requested by the Contractor,Owner,or Engineer C. Preliminary Agenda for Closeout Meetings: 1. Review of items remaining to be repaired or replaced prior to final acceptance andpayment. 2. Completion matters(as appropriate): a. Status of checkout,startup,field quality control activities. b. Status of training of facility O&M personnel and O&M manuals. c. Partialutilization;requestingand scheduling inspection for Substantial Completion. d. Punch list status(as applicable). e. Other closeout matters(if any). 3. Additional closeout related topics as determined by closeout meeting chair. 1.6 OTHER CONSTRUCTION MEETINGS A. The requirements of Article 1.2 of this Section also apply to this Article. B. Other Construction Meetings—General. 1. Other construction meetings maybe scheduled and held as deemed necessary by Owner or Engineer. Such conferences may be focused on specific matters,such as discussing remedies andschedules fordefective Work,negotiating changes in the Contract Price and Contract Times,orothermatters relatedto theProj ect wheretime limits prevent addressing such items aspartof other conferences addressed elsewhere in the Contract Documents. C. Agenda: Agenda presenting topics to be discussed at each other construction meeting will be developedand distributedto required participants,and others as appropriate,in accordance with Article 1.2 of this Section. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROJECT MEETINGS 013119-4 SECTION 01 31 26 ELECTRONIC COMMUNICATION PROTOCOLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures with which Users will complyregarding transmission or exchange of Electronic Documents for the Project. B. Related Requirements: 1. Referto the General Conditions,as may be modified by the Supplementary Conditions, regarding transmitting Electronic Documents by Electronic Means. 2. In addition to the requirements of this Specifications Section,comply with the requirements for Electronic Documents in the following Specifications: a. Section 01 32 16 -Construction Progress Schedule. b. Section 0132 33 -Photographic Documentation. c. Section 01 33 00 -Submittals. d. Section 01 78 39 -Project Record Documents. 1.2 DEFINITIONS A. The followingterms are definedforuse in this Specifications Section and are indicated herein using initial capital letters. The terms have the associated meaning regardless of whether indicated in singular or plural. 1. Electronic Documents Protocol(abbreviated as"EDP"): Procedures and requirements set forth in this Specifications Section for the exchange of Electronic Documents by Electronic Means. 2. Project Website: An intemet-based software platform,such as a website or other project management information system(PMIS)designated by Contract ormutual consent of Users as the means of exchanging Electronic Documents during the Project. 3. System Infrastructure: Hardware,operating system(s)software,internet access,e-mail service and software,security software,and large-file transfer functions. 4. Users: Owner,Contractor,Engineer,and others exchanging Electronic Documents on the Project in accordance with the EDP. 1.3 ADMINISTRATIVE REQUIREMENTS. A. Coordination: 1. Contractor shall require all Subcontractors and Suppliers to comply with the EDP established in the Contract Documents. 1.4 GENERAL PROVISIONS OF ELECTRONIC DOCUMENT PROTOCOL A. EDP—General: 1. To the fullest extent practical,Users agree to and will transmit and accept Electronic Documents transmittedby Electronic Means in accordance with the requirements of this Specifications Section. Use of the Electronic Documents and any information contained therein is subject to requirements of this Specifications Sectionand other provisions of the Contract Documents governing transmittal of Electronic Documents. 2. Content of Electronic Documents will be the responsibility of transmitting User. 3. Unless otherwise provided in: (1)the EDP,(2)elsewhere in the Contract Documents,or(3) or other agreement between two or more Users governing use of Electronic Documents, Electronic Documents exchanged in accordancewith the Contract Documents may be used in the same manneras paper or other printed versions of the same documents exchanged using otherthan Electronic Means,subjeetto the same governing requirements,limitations, and restrictions set forth in the Contract Documents. 10398893 City offort Collins Cathodic Protection Renewal-90%Design ELECTRONIC COMMUNICATION PROTOCOLS 01 3126-1 4. Except as otherwise explicitly indicated in the EDP,the terms of this EDP will be incorporated into any other agreement or subcontractbetween a party and a third party for a portion of the Work orProj ect-related services,where such third party is,either directly or indirectly,required to exchange Electronic Documents with Owner,Contractor,or Engineer. Nothing in this EDP modifies the requirements of the Contract Documents regarding communications between and among Owner,Contractor,and Engineer Subcontractors,Suppliers,consultants,and others for which each is responsible. 5. When transmitting Electronic Documents,transmitting User makes no representations regarding long-term compatibility,usability,or readability of the items resulting from the receiving User's use of software applications or System Infrastructure differing from those established in this EDP. 6. This EDP does not negate or mitigate any obligation: (1)in the Contract Documents to create,provide,or maintain an original paper record version of Drawings and Specifications,signed andsealed in accordance with Laws or Regulations; (2)to comply with Laws and Regulations governing signing and sealing of design documents or signing and electronic transmission ofother documents;or(3)to comply with notice requirements of the General Conditions(as. May be modified by the Supplementary Conditions). 7. Modifications to EDP: a. When modifications to the EDP are necessary to address issues affecting System Infrastructure,Users shall cooperatively resolve the issues. b. If resolution within a reasonable timeis not achieved, Owner is empowered to require reasonable and necessary changes to the EDP consistent with the original intent of the EDP. c. If such changes result in additional cost or delay to Contractor,not reasonably anticipatedunderthe originalEDP,Contractor may seek an adjustment in the Contract Price,Contract Times,or both in accordance with the Contract Documents. B. General Requirements and Limitations for Software for Electronic Document Exchange: 1. Software and file formats for exchange of Electronic Documents shall be as indicated in Article 1.5 of this Specifications Section. 2. Software Versions: a. Each User will acquire the software and associated licenses necessary to create, transmit,receive;read,andus Electronic Documents for the Project,using the software and file formats indicate in Article 1.5 of this Specifications Section. b. Prior to usingany updated version of the software required in the EDP for Electronic Document(s)transmitted to other User(s),the originating User will first notify and either(1)receive concurrence from receivingUser(s)foruse of the updated version,or (2)adjust its transmission to comply with the EDP. 3. Preservation of Intellectual Property and Confidentiality of Electronic Documents: a. Users agree to not intentionally edit,reverse-engineer,decrypt,remove security or encryption features,or convert to another format formodification purposes Electronic Documents,andinformationand data contained therein,transmitted in a file format, including portable document format(PDF),intended by transmitting User to not be modified,unless the receiving User(1)obtains permission from owner of the Electronic Document and intellectual property containedtherein,or(2)is expressly a llowed by the EDP to edit or modify the Electronic Document. b. Where modifying,editing,decryption,or reverse-engineering is allowed by the EDP, such use is conferred only for the Project. c. The EDP does not transfer any ownership orrights of anysort regardinguse outside of the Project of Electronic Documents. d. Users shallnot cite orquote excerpts ofElectronic Documents for purposes outside of the Project unless required to do so by Laws and Regulations. C. Contractor's Requests for Electronic Documents in Other Formats: 1. Release of Electronic Documents in format(s)other than those indicated in in Article 1.5 of this Specifications Section and elsewhere in the Contract Documents will be at the 10398893 City offort Collins Cathodic Protection Renewal-90%Design ELECTRONIC COMMUNICATION PROTOCOLS 013126-2 discretion of Owner and subject to terms and conditions required by the owner of such files and documents,and the provisions indicated below. 2. To extent determined by Owner,in its sole discretion,to be appropriate,release of Electronic Documents in alternative format(s)requested by Contractor("Request")are subject to provisions of Owner's response to the Request and to the following: a. Contractor's Request shall be in writing. Owner and others,as appropriate,will consider and respond to Request promptly,but neither Owner nor Engineer will be responsible for anytime or cost impacts on Contractor associated with timing of the Request,or with Owner's decision associated therewith. b. When Engineer is the owner of theElectronic Documents requested by Contractor in native format,prior to Engineer transmitting such Electronic Documents to Contractor, Contractor shall sign and deliver to Engineer,without modifying or amending, Engineer's"Electronic Media Release"agreement. c. Content included in Electronic Documents created by Engineer and furnished in response to the Request was prepared by Engineer a s an internal working document for Engineer's purposes solely and,when provided to Contractor,is on an"as-is"basis without warranties of anykind,including,butnotlimited to any implied warranties of fitness forpurpose. Contractor acknowledges that content of Electronic Documents furnishedin response to theRequest maynotbe suitable forContractor's purpose(s),or may require substantial modification and independent verification by Contractor. Content may include limited resolution of models,not-to-scale schematic representations and symbols,use of notes to convey design concepts in lieu of accurate graphics,approximations,graphical simplifications,undocumented intermediate revisions,and other shown or indicated information that mayaffect subsequent use by Contractor or others for whom Contractor is responsible. d. Electronic Documents containing text,graphics,metadata,or other types of data fumishedby Engineer in response to the Request are only for Contractor's convenience and any and all conclusions or information obtained or derived from such Electronic Documents will beat Contractor's sole risk and expense. Contractor waives any and all claims against Engineer,Owner,or both arising from Contractor's use of Electronic Documents furnished in response to the Request. e. Contractorshallindemnify and hold harmless Owner,Engineer,and their respective consultants and subconsultants from any and allclaims,damages,losses,and expenses, including attorneys' fees and defense costs,fees and costs of engineers,architects, geologists,accountants,and other professionals,and any and all other costs,direct and indirect,resulting from Contractor's use,adaptation,or distribution of Electronic Document(s)furnished in response to the Request. f. Contractor shall not sell,copy,transfer,forward,give away or otherwise distribute the Electronic Documents(in source format or modified file format)to any third party without direct written authorization ofEngineer or other entity that owns the Electronic document(s),unless such distribution is specifically indicated in the Request and is limited to Subcontractors and Suppliers. Contractor warrants that subsequent use by Subcontractors and Suppliers complies with terms and conditions of the Contract Documents,Owner's response to the Request,and release agreement(s)(if any)by owner of the Electronic Documents(including Engineer,where applicable). 3. When the Request is forElectronic Documents in a formatnot other than that indicated in the Contract Documents,and Owner(andothers,as applicable)decide to comply with the Request,and when the requested Electronic Documents are not easily available in the format(s)requested,Contractor shall reimburse Owner for costs incurred by Owner,either directly or indirectly,to fumish Electronic Documents in accordance with the Request In compensation,Owner may retain such amount(s)as set-off(s)under the Contract Documents. 1.5 EXCHANGE OF ELECTRONIC DOCUMENTS A. Comply with the Electronic Document formats,transmission methods,and permitted uses set forth in Table 0131 26-A,Exchange of Electronic Documents,below,when transmitting or 10398893 City offort Collins Cathodic Protection Renewal-90%Design ELECTRONIC COMMUNICATION PROTOCOLS 013126-3 using Electronic Documents on the Project. Where a row in the table has no indicated means of transmitting Electronic Documents,use for such documents onlypaper copies transmitted to the receiving party via appropriate delivery method. TABLE 01 31 26-A—EXCHANGE OF ELECTRONIC DOCUMENTS Transmitting 'Transmission Receiving Allowed Electronic Document Type Format User Method User Uses '.Votes 1.5.A.1. Project communications General communications&correspondence EM, PDF O,E,C EM,EMA O,E,C R Meeting notices and agendas EM,PDF E EM,EMA O,C R Meeting minutes PDF E EM,EMA O,C R 1.5.A.2. Contractor's Submittals to Engineer Shop Drawings PDF C EMA E M(1) (l) Product data Submittals,delegated design PDF C EMA E M(1) (1) Submittals,and other action Submittals (except Samples) Informational and closeout Submittals: PDF C EMA E M(1) (1)(6) Documentation of delivery of maintenance PDF C EMA E M(1) materials submittals 1.5.A.3. Engineer's return of reviewed Submittals to Contractor Shop Drawings PDF E EMA O.,C R Product data Submittals,delegated design PDF E EMA O.,C R Submittals,and other action Submittals Informational and closeout Submittals: PDF E EMA O.,C R (6) Documentation of delivery of maintenance PDF E EMA O. C R materials submittals 1.5.A.4. Contract Modifications Documents Requests for interpretation to Engineer PDF C.,O EMA E M(1) (1) Engineer's interpretations (RFI responses) PDF E EMA C,O R Engineer's clarifications to Contractor EM,PDF E EM,EMA C,O R Engineer's issuance of Field Orders PDF E EMA C,O R Proposal Requests PDF E,O EMA C R Change Proposals—submitted to Engineer PDF C EMA O,E S Change Proposals—Engineer's PDF E EMA C. O response Work Change Directives(for Contractor PDF E EMA C R (2) signature) Change Orders (for Contractor signature) PDF E EMA C R (2) 1.5.A.5. Applications for Payment (3) 1.5.A.6. Claims and other notices (4) 1.5.A.7. Closeout Documents 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design ELECTRONIC COMMUNICATION PROTOCOLS 01 3126-4 Transmitting Transmission Receiving Allowed Electronic Document Type Format User Method User Uses Notes Record drawings DWG and C EMA E,O M(5) (5) PDF Other record documents PDF C EMA E. O M(5) (5) Contract closeout documents 1. Key to Table 0131 26-A: a. Data Format: 1) EM: .msg,.htm,.txt,.rtf,e-mail text. 2) W: .docx,Microsoft Word 2013 or later. 3) EX: .xlsx,Microsoft Excel2013 or later. 4) PDF: .pdf.portable document format. 5) DWG: .dwg. Autodesk AutoCAD 2014 drawing. b. Transmitting User: 1) O: Owner. 2) C: Contractor. 3) E: Engineer. c. Transmission Method: 1) EM: Via e-mail. 2) EMA: Attachment to e-mail transmission. 3) PORT: Delivered via portable media such as flash drive/thumb drive,CD,or DVD 4) PW: Posted to Project Website. 5) FTP: FTP transfer to receiving FTP server. d. Receiving User: 1) O: Owner. 2) C: Contractor. 3) E: Engineer. e. Permitted Uses: 1) S: Store and view only. 2) R: Reproduce and distribute. 3) L• Integrate(incorporate additional electronic data without modifying data received) 4) M: Modify as required to fulfill obligations for the Project. f. Notes: 1) Modifications by Engineer to Contractor's Submittals and requests for interpretations are limitedto printing,marking-up,and adding comment sheets. 2) May be distributed only to affected Subcontractors and Suppliers. Print,sign document,and return signed paper originals to Engineer. 3) Submit printed Applications for Payment with original("wet")signatures. 4) Submit notices,including Cla ims,in accordance with the notice provisions of the General Conditions,as may be modified by the Supplementary Conditions. 5) Submit record drawings in native CAD format indicated when Contractor has signed Engineer's standard agreement forrelease of electronic media. In addition, always submit record drawings as PDF files. Comply with Contract Documents requirements for Project record documents. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design ELECTRONIC COMMUNICATION PROTOCOLS 013126-5 PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design ELECTRONIC COMMUNICATION PROTOCOLS 01 31 26-6 SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for Contractor's construction Progress Schedules and related Submittals,including: a. Submittals of Progress Schedules and associated schedule-related Submittals. b. Initial Progress Schedules. c. Look-ahead schedules. d. Progress Schedule updates. e. Narrative reports. f. Time impact analyses. g. Recovery schedules. B. Scope: 1. Within 10 days after effective date of agreement,Contractor shall prepare and submit to Ownerrequired Progress Schedules andrelated Submittals,as required by this Section and elsewhere in the Contract Documents. Maintain andupdate Progress Schedules and related Submittals throughout the Project. a. Schedule shall be approved by the Owner and Engineer prior to Notice to Proceed. C. Related Requirements: Include,but are not necessarily limited to: 1. Section 01 1100 -Summary of Work. 2. Section 01 22 00 -Measurement and Payment 3. Section 0131 19 -Project Meetings. 4. Section 01 77 19—Closeout Requirements 1.2 REQUIREMENTS A. Submit to Owner not less than 10 days prior to beginning Work,a "Detailed Work Plan"for each phase of the project. B. Submit revised progress schedules with each pay application. C. Ownermay require Contractorto addto equipment,or construction forces,as well as increase the workinghours,if operations fallbehind schedule at any time during construction period. 1.3 CONTENT A. Construction progress schedule—Show: 1. Complete sequence of construction by activity for full length of Contract time. 2. Major areas of construction to include,at a minimum,each separate stage of Work B. Submittals schedule for shop drawings and product data—Show: 1. The dates for Contractor's submittals 2. The dates accepted submittals will be required from Engineer. Extensions oftime for delays in submittal approval shall only be allowed as provided in Section 01 33 00. C. Products delivery schedule—Show delivery dates for: 1. All major material deliveries 1.4 FORMAT A. Conform toOPrimaveraP6,Asta,or Microsoft Project critical path method(CPM)scheduling format or approved equal 1. Row(Listings�—Show: 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONSTRUCTION PROGRESS SCHEDULE 01 3216-1 a. Project Title b. Major areas of construction c. Construction activities within major areas of construction d. Provide a separate bar for each construction activity. Bars to be annotated with activity description e. Critical path activities to be clearly identified by color and lines f. List in chronological order by start date eachmajor area of construction and then by each construction activity within its respective area of construction g. Show project start date,finish date,data date,run date,and revision table h. Contract milestone dates i. Legend 2. Column(Headings)—Show: a. Activity ID: Define by number corresponding to major specification sections b. Activity Description c. Percent Complete d. Original Duration e. Remaining Duration f. Total Float g. Early Start h. Early Finish i. Time Scale: Identify first day of each week. Allow space for notations. j. Data date line k. Task successors 1.5 PROGRESS SCHEDULE UPDATES A. Updates—General: 1. Progress schedules are to be representative of actual construction progress and sequencing of activities. Schedules that do not accurately represent construction progress will be rejected a. Submit revised schedules and reports when changes are foreseen,when requested by Owner or Engineer,and with each application for progress payment. 2. Indicate progress of each activity as of data date 3. Show changes occurring since previous submission of schedule: a. Major changes in scope b. Activities modified since previous submission c. Revised projections of progress and completion d. Other identifiable changes 4. Provide narrative report as needed to define: a. Problem areas,anticipated delays,and impact on schedule b. Corrective action recommended,and its effect c. Effect on changes on schedules of other prime contractors 1.6 SUBMITTALS A. Submit initial schedules within 10 days after award of Contract: 1. Engineer will review schedules and return review copy within 10 days after receipt 2. If required,resubmit within 7 days after return of review copy B. Submit revised progress schedules with each Application for Payment. C. At each submission provide one electronic copy. 1.7 DISTRIBUTION A. Engineer will distribute electronic copies of accepted schedules to: 1. Owner 2. Resident Project Representative 3. Engineer's file 4. Contractor to be kept on file at job site 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONSTRUCTION PROGRESS SCHEDULE 01 3216-2 B. Schedule recipients willreport promptly to Engineer and Contractor,in writing,any problems anticipated by projections shown in schedules 1.8 OWNER'S RESPONSIBILITY A. Owner's reviewis only forthepurpose ofchecking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods,techniques,sequences and procedures of construction as provided in the General Conditions. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONSTRUCTION PROGRESS SCHEDULE 01 3216-3 SECTION 01 33 00 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Submission of all shop drawings andproduct data as required by the Contract Documents for all equipment and materials to be furnished under this contract unless specifically indicated otherwise. B. Scope: 1. Contractor shall provide all labor,materials,equipment,tools,services,incidentals,and othereffortnecessaryto furnish Shop Drawings,product data Submittals,Samples,and other Submittals in accordance with the Contract Documents. 2. Shop Drawings,product data Submittals,Samples,and other Submittals,whether or not approved oracceptedby Engineer,are not Contract Documents. Engineer's approval or acceptance,as applicable,of a Submittaldoes notalterormodifythe Contract Documents. 3. Engineer and Owner have the right to rely on Contractor's representations and certifications made regarding each Submittal. C. Related Requirements: Include but are not limited to: 1. Section 01 31 26 -Electronic Communication Protocols. 2. Section 01 32 16 -Construction Progress Schedule. 1.2 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Furnish Submittals well in advance of need for the associated material or equipment,or procedure(as applicable),in the Work and with ample time necessary for delivery of materials andequipment and to implement procedures following Engineer's approval or acceptance of the associated Submittal. 2. Work coveredby a Submittalwill not be includedin payments by Owner until approval or acceptance(as applicable)of related Submittals has been obtained in accordance with the Contract Documents. B. Submittal Log: 1. Maintain anaccurate submittallogfor duration of the Work showing current status of all submissions 2. Show submittal number,section number,section title,submittal description dates and disposition of submittal 3. Engineer to create and track submittals using submittal log. 1.3 PREPARATION OF SUBMITTALS A. Prior to Submittal Preparation: 1. Complywith the Contract Documents relative to terms andconditions of subcontracts and purchase orders for the Work. 2. Make submissions farenough in advance ofscheduled dates for installation to provide time required for reviews,for securing necessary approvals,for possible revisions and resubmissions,and for placing orders and securing delivery 3. In scheduling,allow a minimum of 14 calendar days for review by Engineer following receipt of submission in Engineer's office: a. Time required to electronically submit not considered apart of the review period 4. Contractor's responsibilities for the following are set forth in the General Conditions,as maybe modified by the Supplementary Conditions,and as maybe augmented elsewhere in the Contract Documents: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SUBMITTAL PROCEDURES 01 33 00-1 a. Obtaining field measurements and dimensions. b. Determining and verifying required quantities. c. Verifying compatibility of materials. d. Apportioning the Work among Subcontractors,Suppliers,and Contractor. e. Reconciling required materials,equipment,and other Contract requirements with Contractor's means,methods,techniques,sequences,and procedures of construction and with Contractor's safety and protection programs and precautions incident thereto. f. Reviewing applicable provisions of the Contract Documents and obtaining from Engineer necessary interpretations or clarifications. B. Submittal Identification: 1. Submittal Number: Shall be a unique number assigned to each individual Submittal. Assign Submittal numbers as follows: a. First part of Submittal number shall be the applicable Specifications section number, followed by a hyphen. b. Second partof Submittalnumber shallbe a three-digit number(sequentially numbered from 001 through 999)assigned to each separate Submittal furnished under the associated Specifications section. c. Example: Submittal number for the third Submittal furnished for Section 10 14 00 - Signage,would be"10 14 00-003". 2. Review Cycle Number: Each resubmittal of a given Submittal shallbe indicated with a lower-case letter designation: a. No letter designation for initial(first)submittal of the Submittal number. b. "a"shall indicate first resubmittal of the Submittal number. c. "b"shall indicate second resubmittal of the Submittal number. C. Marking of Submittals: 1. Mark on each page of each Submittal and each individual component submitted with Submittal number and applicable Specifications paragraph. 2. Mark each page of each Submittal with the Submittal page number. 3. Each Shop Drawing sheet shall have title block with complete identifying information satisfactory to Engineer. 4. For product data Submittals,operation and maintenance data Submittals,and other Submittals: a. Mark options to be furnished using broad,dark arrows or"clouds"clearly drawn around the relevant text or diagrams. Do not use highlighter for indicating options and features. b. Indicate options and features not furnished using clear strikeouts through the text or diagrams. D. Submittal Organization and Content —General: 1. Page or Sheet Size;Furnish Submittals with one or more of the following page or sheet sizes: (a)8.5 inches by 11 inches;(b)11 inches by 17 inches; (c)22 inches by 34 inches; unless another sheet size is acceptable to Engineer. 2. Organize each Submittal logically to facilitate ease of understanding and review. 3. To the extent practicable,arrange Submittal information in sameorder as requirements are written in the associated Specifications section. 4. Each Submittal shall cover Work under only one Specifications section. 5. To the extent practicable,package together Submittals forthe same Specifications section. Do not famish required information piecemeal. 6. Include a title page and table of contents. 7. Include appropriately labeled fly sheets to separate distinct parts of each Submittal. 8. Ensure legibility of all pages in each Submittal. E. Electronic Documents Submittals: 1. Format: Electronic Documents Submittals shallbe"portable document format"(.PDF)files unless expressly required otherwise by applicable provisions of the Contract Documents. 10398893 City offort Collins Cathodic Protection Renewal-90%Design SUBMITTAL PROCEDURES 01 33 00-2 2. Electronic Documents Submittals must be electronically searchable when delivered to Engineer and other recipients. F. Contractor's Approval of Submittals: 1. Contractor's Review: Before transmitting Submittals to Engineer,review each Submittal to: a. Review shop drawings and product data prior to submission for accuracy and completeness of each submission.. b. Approve and stamp each submission before submitting.. c. Determine and verify: 1) Field measurements 2) Field construction criteria 3) Catalog numbers and similar data 4) Conformance with specifications d. Prior to each submission,carefully review and coordinate all aspects of each item being submitted e. Verify that each item and the submittal for it conform in all respects with specified requirements of the Work and of the Contract Documents with respect to means, methods,techniques,sequences,andoperations ofconstruction,and safety precautions and programs incidental thereto f. Make submissions promptly in accordance with Construction Schedule,and in such sequence as to cause no delay in the Work or in the work of any other Contractor g. Notify Engineerin writing,at time of submission,of any deviations in the submittals from Contract Document requirements: 1) Identify and tabulate all deviations in transmittal letter 2) Indicate essential details of all changes proposed,including modifications toother facilities that may be a result of the deviation. 2. Incomplete or inadequate Submittals will be returned without detailed review by Engineer. 3. Contractor's Approval Stamp and Signature: a. Each Submittal furnishedshall bear Contractor's approvalstamp(orfacsimile thereof) and signature,as evidence that the Submittal has been reviewed and approved by Contractor and verified as complete and in accordance with the Contract Documents. b. Submittals without Contractor's approval and signature (as required by the contract Documents)will be returned to Contractor without further review by Engineer and deemed incomplete. c. Engineer reserves the right to reject as incomplete Submittals where Contractor's approval signature appears computer-generated or reproduced without the active involvement or review of Contractor's signatory. d. Contractor's approval shall contain the following text: This submittal has been reviewed by[name of contractor]and approved with respect to the means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incidental thereto. [Name of contractor]also warrants that this submittal complies with contract documents and comprises no deviations thereto: Section No: Submittal No: Date: by: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SUBMITTAL PROCEDURES 01 33 00-3 1.4 TRANSMITTAL OF SUBMITTALS BY CONTRACTOR A. Contractor's Transmittal Letters for Submittals: 1. Furnish separate transmittal letterwith each Submittal. Use transmittal form attached to this Section(as Exhibit O 1 33 00-A)unless othertransmittal form is acceptable to Engineer at the start of the Project's construction. 2. When transmittal form other than this Section's Exhibit 01 33 00-A is acceptable to Engineer,at beginning of each transmittal,include a reference heading indicating: Contractor's name,Owner's name,Project designation,Contract designation,transmittal number,and Submittal number(with review cycle). 3. "Or-Equals": When the Submittal is proposing an"or-equal",expressly so indicate on transmittal form submitted by Contractor. 4. Proposed Deviations from Contract Requirements: When the Submittal proposes deviations from requirements ofthe Contract Documents,transmittal letter shall specifically describe each proposed deviation. B. Submittal Delivery Method: 1. This provision presents general requirements for delivery or all Submittals unless otherwise required elsewhere in the Contract Documents. 2. Submittals maybe postedon a"share site"suchas Sharepoint,for review by the Engineer or Owner. All other requirements of this section shall apply. 3. Furnish Submittals to Engineer and each other entity indicated in the Contract Documents as receiving a Submittal directly from Contractor. C. Closeout Submittals—Transmittal and Delivery: 1. Furnish the following Closeout Submittals in accordance with general requirements for transmitting and delivering Submittals,indicated above in this Article: maintenance contracts;warrantybonds(when required)and otherbonds required for specific materials, equipment,or systems;warranty documentation; and sustainable design closeout documentation(when required). On documents such as maintenance contracts and bonds, include on each document furnished original("wet")signature of entity issuing said document. When original"wet"signatures are required,furnish such Submittals to Engineerboth on originalpaper and as Electronic Documents,and to other entities furnish as indicated above in this Article for general requirements for Submittals. 2. Record Documents: Submit in accordance with Section 01 78 39 -Project Record Documents. 3. Software: Inadditionto software installed on Owner's computer system,furnish number of copies of software required in the Specifications section where the software is specified. Preferred means of transmittal is via secure file transfer directly to Owner(or facility manager,if other than Owner)via secure file transfer method mutually acceptable to software developerand the receiving entity. When secure file transfer is used,submit to Engineer documentation signed or electronically a cknowledged by Owner that the files were received. Where such software is available only on the software developer's portable media, furnish such software on software developer's original,portable media,sealed in software developer's original,unopened,clearly labeled packaging. 1.5 ENGINEER'S REVIEW OF SUBMITTALS A. This Article appliesto reviewof all Submittalsby Engineer or other entity to whomthe Contract Documents require such Submittal be furnished. B. Engineer's Review: 1. Markings: a. Comments or responses marked directly on Submittal by Engineer(or other entity reviewing Submittal)will be colored red. 2. Engineer's review and disposition assigned to Submittal are subject to the following: 10398893 City offort Collins Cathodic Protection Renewal-90%Design SUBMITTAL PROCEDURES 01 33 00-4 a. Submittal disposition is subject to: Engineer's comments on the Submittal;disclaimer language on Engineer's Submittal transmittal letter;Engineer's Submittalreview stamp (when used)or equivalent(when used); and this provision. b. Engineer's review is only for general compatibility with the design concept of the completed Project as a functioning whole as indicated bythe Contract Documents,and for general compliance with the information given in the Contract Documents. c. Contractor shallbe solely responsible for complying with the Contract Documents,as well as with Supplier instructions consistent with the Contract Documents,Owner's directions,and Laws andRegulations. Contractor is solely responsible for obtaining, correlating,confirming,andcorrecting dimensions atthe Site;quantities; information and choices pertaining to fabrication processes;means,methods,sequences, procedures,andtechniques ofconstruction;safety precautions and programs incident thereto; and for coordinating the work of all trades. d. Engineer is not responsible for resubmittals not yet furnished by Contractor or tracking Contractor's progress on resubmittals. 3. Documents not required by the Contract Documents but nonetheless furnished by Contractor as submittals will not be reviewed by Engineer. C. Meaning of Submittal disposition Assigned by Engineer: 1. Action Submittals: a. "Approved"(Action Code A): Upon return of Submittal marked"Approved",order, ship,or fabricate materials and equipment included in the Submittal(pending Engineer's approval or acceptance,as applicable,ofproduction-related qualifications statements and certifications,and required source quality control Submittals)or otherwise proceedwith the Work in accordance with the Submittal and the Contract Documents. b. "Approved as Noted"(Action CodeB): Upon return of Submittal marked"Approved as Noted",order,ship,or fabricate materials and equipment included in the Submittal (pending Engineer's approval or acceptance,as applicable,of production-related qualifications statements and certifications,and required source quality control Submittals)or otherwise proceed with the Work in accordancewith the Submittal and the Contract Documents,and in accordance with Engineer's comments and notes indicated in Engineer's Submittal response c. "Revise and Resubmit"(Action Code Q Upon return of Submittal marked"Revise and Resubmit",make the revisions necessary and indicated and resubmit to Engineer for approval. d. "Not Approved"(Action Code D): This disposition indicates material or equipment that cannot be approved. "Not Approved"disposition may also be applied to Submittals thatare incomplete. Upon return of Submittal marked"Not Approved", repeat initial submittal procedure utilizing approvable material or equipment,with a complete Submittal clearly indicating all information required. 2. Informational,Closeout,and Maintenance Materials Submittals: a. "Accepted"(Action Code F): Information included in Submittal complies with the applicable requirements of the Contract Documents and is acceptable. No further action by Contractoris required relative to such Submittal,and the Work covered by the Submittal may proceed. Materials and equipment with Submittals with this disposition maybe shipped or operated,as applicable. Submittals assigned"Accepted" by Engineer(or other reviewing entity)does not indicate Engineer's acceptance of the associated Work,which is indicated only as set forth in the General Conditions and Section 01 77 19—Closeout Requirements. b. "Not Acceptable"(Action Code G): Submittal,or part thereof,does not indicate full compliance with applicable requirements of the Contract Documents and is not acceptable. Provide labor,materials,equipment,services,and incidentals necessary to properly and accurately revise Submittal and resubmit to indicate acceptability and compliance with the Contract Documents 3. Other: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SUBMITTAL PROCEDURES 01 33 00-5 a. "SubmittalNot Reviewed"(Action Code E): Documents so marked by Engineer are not required by the Contract Documents. Submittals may also be marked with this disposition when information in the document was previously reviewed and approved or accepted by Engineer,as applicable. D. Distribution of Engineer's Responses: 1. Unless otherwise indicated in the Contract Documents,Engineer will distribute written responses(as Electronic Documents)to Submittals to the following: a. Contractor. b. Owner. c. Engineer's file. 2. Engineer's acceptanceof Informational Submittals,Closeout Submittals,and Maintenance Materials Submittals will be recorded in Engineer's Submittal log. Copy of Engineer's Submittals log is available from Engineeruponwritten request of Owner or Contractor. If no such request is received by Engineer,Engineer will distribute copy of Engineer's Submittals log once per month(when Submittals have been received or acted on by Engineer). Engineer may distribute copy of Engineer's Submittals log as an Electronic Document or as handout at construction progress meetings. 3. Contractor is responsible for forwardingEngineer's Submittals responses to Subcontractors and Suppliers as appropriate,and for coordinating the Work of all trades. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION 3.1 ATTACHMENTS A. The documents listed below,following this Section's"End of Section"designation,are part of this Specifications Section: 1. "Exhibit 0133 00-A—Transmittal for SubmittalNo.##"(one page). END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SUBMITTAL PROCEDURES 01 33 00-6 ------------------------------------------------- --------------- Exhibit 01 33 00-A Transmittal for Submittal No. - Project Name: Date Received: Project Owner: Checked By: Contractor: HDR Engineering,Inc. Log Page: Address: Address: HDR No.: Spec Section: rawing/Detail No.: Ann(Contractor): Arm(HDR): Review Cycle Date Transmitted by Contractor: Date of Engineer's Response Transmittal: Item Submittal Description(indicate number of copies where paper copies of physical Samples are Manufacturer Supplier Dwg or Data No. Engineer's No. No. returned) Disposition (Action Code)° 3 4 Contractor's Remarks(insert text): ------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------ Engineer's Remarks(insert text): : *Legend for Action Code indicated above,assigned by Engineer: Action Submittal: E—Submittal Not Reviewed A—Approved B—Approved as Noted Informational,Closeout,or Maintenance Materials Submittal: C—Revise and Resubmit F—Accepted(this code normally recorded in Engineer's Submittals log). G—Not Acceptable D—Not Approved Engineer's Disclaimer(for Submittals that do not involve delegated design): a. Submittal action code is subject to: Engineer's comments on the Submittal,comment sheets(ifany),and this transmittal letter;disclaimer language on Engineer's Submittal review stamp or equivalent;and Specifications Section 0133 00—Submittal Procedures. b. Engineer's review is only for general compatibility with thedesign concept of the completed Project as a functioning wholeas indicatedby the Contract Documents, and for general compliance with the information given in the Contract Documents. c. Contractor shall be solely responsible for complying with the Contract Documents,as well as with Supplier instructions consi stent with the Contract Documents, Owner's directions,and Laws and Regulations. Contractor is solely responsible for obtaining,correlating,confirming,and correcting dimensions at the Site; quantifies;information and choices pertaining to fabrication processes;means,methods,sequences,procedures,and techniques ofconstruction;safety precaations and programs incident thereto;and for coordinatingthe work of all trades. Engineer is not responsible for resubmittals or tracking progress of resubmittals. Reviewed for HDR by: Date of Engineer's Review: Distribution: Contractor Filc Ficld Owner Other 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SUBMITTAL PROCEDURES 01 33 00-7 SECTION 01 35 44 SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for Contractor's spill prevention control and countermeasures,in a ccorda nce with 40 CFR 112 and other Laws and Regulations. B. Scope: 1. Contractor shallprovide all labor,materials,equipment,tools,professional services(when necessary orrequired),and incidentals as shown,specified,and required to comply with Laws andRegulations regarding spill prevention,control,and countermeasures(SPCC) planning and compliance,including 40 CFR 112. 2. Single Prime Contract:Contractor shall determine whether a SPCC plan is necessary. If SPCC plan is necessary,Contractor shallprepare,implement,and maintain SPCC plan in accordance with Laws and Regulations. 1.2 REFERENCES A. Terminology: 1. Tenn inology indicated below are not defined terms and are not indicated with initia I capita I letters,but when used in this Section have the meaning indicated below: a. "Oil"has the meaning set forth in Laws or Regulations and generally includes petroleum products,fuel oil,hydraulic fluid,oil sludge,oil refuse,oil mixed with wastes otherthandredgedmaterial,synthetic oil,vegetable oil,animal fats andoils,and other oils defined in Laws and Regulations. b. "Navigable waters ofthe United States"includes navigable waters of the United States, contiguous zones,and associated shorelines,as set forth in Laws and Regulations. c. "SPCC"means"spill prevention control and countermeasures". d. "SPCC plan"means a SPCC plan complying with this Section and Laws and Regulations. 1.3 DETERMINATION OF NEED FOR SPCC PLAN FOR PROJECT A. Determination of Need for SPCC Plan: 1. Contractor shall determine need for SPCC plan for the Project. 2. Onsite oil storage thresholds at which a SPCC plan is necessary are indicated in this Article. 3. Dependingon Site conditions and oilstorage atthe Site and other factors,the Project may: (a)not need a SPCC plan,or(b)need a SPCC plan prepared by a Contractor-hired professional engineer,or(c)need part of the SPCC plan prepared by a Contractor-hired professional engineer. When Contractor-hired professional engineer is not necessary for all or part of a required SPCC plan,Contractor may self-prepare and self-certify SPCC plan elements not prepared by Contractor's professional engineer. 4. Contractor's Professional Engineer: a. If the Site will include storage of morethan 10,000 GAL of oil,as defined in Laws and Regulations,in aboveground storage,or if the Site does not comply with oil discharge history criteria of 40 CFR 112,Contractor shallretain a qualified professional engineer to determine need for SPCC plan for the Project and,if SPCC plan is necessary, Contractor's professional engineer shall prepare or supervise preparation of Contractor's SPCC plan. b. Qualifications requirements and basic responsibilities of Contractor's professional engineer are set forth in this Section's"Quality Assurance"Article. c. If a professional engineer is not required to prepare the entirety of the Proj ect's SPCC plan,but the SPCC plan includes environmentally-equivalent SPCC measures(as set 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SPILL PREVENTION CONTROLAND COUNTERMEASURES PLAN 01 35 44-1 forth in Laws orRegulations),or impracticality determinations(in accordance with Laws orRegulations),then Contractor shall retain a qualified professional engineer to prepare and certify those portions of the SPCC plan dealing with environmentally equivalent measures andimpracticality determinations;the balance of the SPCC plan may be prepared by and be self-certified by Contractor. 5. Submit to Engineer letter presenting results of evaluation of whether a SPCC plan is necessary for the Project,in accordance with Laws and Regulations. B. SPCC plan is necessary when the Project activities at the Site meet the following criteria: 1. The Site and activities thereonare not exempt fromLaws and Regulations relative to SPCC planning and implementation. 2. Oil is stored,used,transferred,or otherwise handled at the Site,unless otherwise exempted by Laws or Regulations. 3. Maximum oil storage capacity at the Site equals or exceeds either of the following thresholds: 42,000 GAL of completely-buried capacity,or 1,320 GAL of aboveground capacity. Capacity includes total storage tank volume and operational storage volume at the Site for Contractor,other prime contractors,and Subcontractors,including bulk storage tanks,containers with 55 GAL storage capacity and larger,mobile tanks located at the Site, and other containers coveredby Laws or Regulations.Exempt from the storage capacity determination are motive storage containers,such as those integral to construction equipment and vehicles. 4. There is reasonable expectation,based on location of the Site,that oil spill would reach navigable waters of the United States(or contiguous zones or adjoining shorelines). 1.4 QUALITY ASSURANCE A. Qualifications: 1. Contractor's Professional Engineer: a. When required byLaws and Regulations,engage a licensed,registered professional engineer legally qualified to practice in the jurisdiction where the Site is located and experienced in performing engineering services of the type required. Submit qualifications data. b. Responsibilities include but are not necessarily limited to: 1) Carefully reviewing Laws and Regulations relative to SPCC. 2) Preparing written requests for interpretations of the Contract Documents relative to SPCC for submittal to Engineer by Contractor,and obtaining from authorities having jurisdiction clarifications regarding Laws and Regulations as required. 3) Preparing or supervising the preparation of letter-report evaluation of need for Contractor's SPCC plan in accordance with the Contract Documents. Evaluation shall include professional engineer's seal or stamp,registration number,and original signature. 4) When Contractor's SPCC planis necessary,preparing,supervising the preparation of,or reviewing Contractor's SPCC plan(or designated portions thereof when oil storage atthe Site will be less than the threshold indicated in this Section or Laws and Regulations)in accordancewith the Contract Documents. Contractor's SPCC plan(ordesignatedportions thereof)shall include professional engineer's seal or stamp,registration number,and original signature.. 5) Periodically re-evaluating the need for Contractor's SPCC plan and issuing findings as letter-reports with seal or stamp,license number,and signature. When Contractor's SPCC plan is required,periodically evaluating Contractor's SPCC plan and providing recommendations for compliance with Laws and Regulations, in accordance with the Contract Documents. 6) Certifying that: a) it is familiar with the Laws and Regulations,including 40 CFR 112,and b) it has visited,examined,and is familiar with the Site,planned modifications to the Site underthe Project as such modifications pertain to SPCC Laws and Regulations,and 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SPILL PREVENTION CONTROLAND COUNTERMEASURES PLAN 01 3544-2 c) it has performed the evaluations and prepared Contractor's SPCC plan in accordance with the Contract Documents,and d) procedures for required testing and inspections have been established,and e) the said evaluations and Contractor's SPCC plan are adequate for the Project, and f) the said evaluations and Contractor's SPCC plan comply with Laws and Regulations,applicable industry standards,and to prevailing standards of practice. 1.5 SUBNHTTALS A. Furnish Submittals required under this Section to Owner's facility manager(if other than Owner). B. Submittals: Submit the following: 1. Certifications: a. With each evaluation letter and Contractor's SPCC plan Submittal,include certification signed by preparer of Submittal that the Submittal complies with the Contract Documents and Laws and Regulations. Signature on all certifications shall be original. 2. Evaluations: a. Submit letter presenting results of evaluation of whether Contractor's SPCC plan is required forthe Project. Submit evaluation not later than 14 days after the Contract Times commence running,unless longer time is allowed(in writing)by Owner or Engineer. b. Submit updated evaluations as required when conditions at the Site change. Submit updated evaluation not later than seven days after the conditions at the Site changed,or within seven days of Owner's or Engineer's request,unless longer time is allowed(in writing)by Owner or Engineer. c. Owner,facility manager(if other than Owner),and Engineerhave no responsibility for completeness,accuracy,or appropriateness of Contractor's evaluations and Contractor and Subcontractors(as applicable)have full responsibility and all liability associated therewith. 3. Contractor's SPCC Plan: When SPCC Plan is required: a. Submitj ointly to Owner and facility manager(if other than Owner). Submitwithin 14 days of Owner's or facility manager's acceptance of evaluation Submittal. b. Limitations Regarding Reviews: 1) Review and comments(if any)by Owner or facility manager on Contractor's SPCC plan Submittal are not forbenefit of Contractor,Subcontractors,or anyone else for whom Contractor may be responsible. 2) Such reviews andcomments(if any)shall not impose on Owner,facility manager, or Engineer any obligation to evaluate the completeness,accuracy,or appropriateness of Contractor's SPCC plan. 3) Contractor,togetherwith Subcontractors(as applicable),bears full responsibility and allliability for completeness,accuracy,and appropriateness of Contractor's SPCC plan. 4. Record of Distribution of Contractor's SPCC Plan: a. When Contractor's SPCC plan is required,submit copies of letters transmitting Contractor's SPCC plan and amendments(if any)to other prime contractors and Subcontractors working at the Site. 5. Qualifications Statements: a. Submit qualifications of Contractor's professional engineer,when requested by Owner or Engineer. 1.6 CONTRACTOR'S SPCC PLAN AND INIPLENIENTATION A. When Contractor's SPCC plan is required,develop the SPCC plan and submit for acceptance to entity indicated in this Section's"Submittals"Article. Contractor's SPCC plan shall be specific to the Site and the Project and shall include the following: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SPILL PREVENTION CONTROLAND COUNTERMEASURES PLAN 01 3544-3 1. Seal or stamp,original signature,date,and license number of Contractor's professional engineer,when self-certification by Contractor is not allowed by Laws and Regulations. 2. Site plan identifyingthe name(ortagnumber)and location ofea ch tank and container that will contain a substance regulated in 40 CFR 112 and other Laws and Regulations, including aboveground and buried tanks. Site plan shall indicate general directionsofstonn water runoff,including storm sewers,drainage inlets,and catch basins. Show arrows indicating directions of storm water flow. Show and label all storm sewer outfalllocations. 3. For each tank and container shown or indicated on the Site plan,include a table indicating tank or container's name and tag number,type ofoil stored therein,and maximum storage capacity in gallons. Indicate total storage capacity ofallregulated tanks and containers at the Site covered by SPCC Laws and Regulations. 4. Predictions of direction,rateof flow,and total quantity ofoil that could be discharged from the Site as result of storage tank or container failure. 5. Operating procedures that prevent oil spills,including procedures for oil handling,details of secondary containment structures at fuel and oil transfer areas,and details and descriptions of equipment to be used for oil handling,including piping. 6. Control Structures and Secondary Containment: a. Show details of and indicate descriptions of controlmeasures to be provided at the Site by Contractor to prevent spill from reaching navigable waters of the United States, including secondary containment and diversionary structures. b. For on-shore Sites,use not less than one of the following: dikes,berms,or retaining walls; curbing; culverts,gutters,or other drainage systems;weirs,booms,or other barriers; spill diversion ponds;retention ponds;or sorbent materials or methods. c. Where appropriate,Contractor's SPCC plan shall clearly demonstrate thatcontainment or diversionary structures or equipment are not practical. d. Include brittle fracture evaluation,where necessary,for field-constructed aboveground storage containers undergoing repair,alteration,construction,or change in service. 7. Plans for countermeasures to contain,cleanup,andmitigate effects of oil spills that reach navigable waters of the United States,including written commitment of manpower, equipment,andmatelials to quickly control and remove spilled oil. Include estimation of time required to contain spills after spill occurs. 8. Contact list and telephone numbers for facility response coordinator,National Response Center,cleanup Subcontractors,and all appropriate federal,state,and local authorities having jurisdiction to be contacted in event of spill or discharge. 9. Program formonthly inspections of the Site by Contractor for compliance with Contractor's SPCC plan and Owner's SPCC plan(as applicable). Advise Owner(and facility manager,if other than Owner)in writing of each inspection not less than 72 hours prior to each inspection. 10. Measures for Site security relative to oil storage. 11. Procedures forsafely handlingmobile containers such as totes and drums,and procedures for refueling vehicles and construction equipment and machinery at the Site. 12. Procedures and schedules for periodic testing of integrity of tanks and containers,and associated piping and valves. 13. Plans forbulk storage container compliance with Laws and Regulations and the Contract Documents. 14. Plans for personnel training and oil spill prevention briefings. 15. For SPCC plans that do not follow the format indicated in Laws and Regulations,provide cross-reference to requirements of Laws and Regulations,including 40 CFR 112.7. B. Obtain acceptance of Contractor's SPCC plan byentity indicated in this Section's"Submittals" Article,for coordination with Owner's Site-specific SPCC plan,if any. C. Contractor's SPCC plan shall be reviewed by Contractor's professional engineer(when professional engineer is required)and Owner every five years,as applicable,unless more- frequent reviews or updates are required by Laws or Regulations. Contractor shall perform updates andrevisions ofContractor's SPCC plan as necessary and submit same in accordance 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SPILL PREVENTION CONTROLAND COUNTERMEASURES PLAN 01 35 44-4 with the provisions ofthis Section for submittaI and acceptance of Contractor's initial SPCC plan. D. Post a copy of Contractor's accepted,certified SPCCplanin conspicuous locafionatthe Site and furnish copies to Owner,facility manager(if otherthan Owner),other prime contractors(if any), and Subcontractors as appropriate. Allcontractors shallcomply with Contractor's SPCC plan. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION 3.1 SPILL OR VIOLATION OF CONTRACTOR'S SPCC PLAN A. In event ofviolation of Contractor's SPCC plan or release ofoil attributable to construction or related activities,Contractor shall: 1. Notifications: a. Immediately issue oraladvisories and written notifications in accordance with Laws and Regulations,including 40 CFR 110 and 40 CFR 112. b. Immediately notify Owner. c. When required by Laws and Regulations,report to National Response Center,USEPA, and other authorities having jurisdiction,if any. 2. Perform spillcleanup promptly and in accordance with Laws and Regulations,Contractor's SPCC plan,and requirements of authorities having jurisdiction. 3. Pay fines and civil penalties(or responsible portion thereof)imposed on Owner and facility manager(if otherthan Owner)by authorities having jurisdiction,and pay costs associated with cleanup of spills. If Contractor fails to promptly pay such costs,Owner may withhold such amounts from payments due Contractor,as one or more set-offs. B. Should cleanup of spills attributable to Contractorbe necessary,Contractor will not be entitled to any associated increase in the Contract Price or Contract Times. Should Contractor share responsibility for spill and cleanup with another entity,changes in Contract Price and Contract Time,if any,will be proportionate to other entity's responsibility. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SPILL PREVENTION CONTROLAND COUNTERMEASURES PLAN 01 3544-5 SECTION 01 41 24 PERMIT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements relative to permitting of which Owner and Engineer are aware that apply to the Work. 2. Required municipal permits and licenses of which Owner and Engineer are aware. 3. Erosion and sediment control permits. B. Scope: 1. Contractor shall provide labor,materials,equipment,tools,and incidentals shown, specified,and requiredto obtain required permits and comply with required permits and licenses. 2. Obtain,payfor,andcomply with requiredpermits andlicenses whether or not indicated in this Specifications section or elsewhere in the Contract Documents. 1.2 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate compliance with permit and license requirements with Work under other Specifications sections and with other contractors,if any,working at the Site. 2. Coordinate with theProgress Schedule the time required to apply for and obtain required permits and licenses and to comply with requirements thereof. Changes in Contract Times or Contract Price will not be authorized because of timing and costs associated with obtaining permits and licenses required for the Work. 1.3 SUBMITTALS A. Informational Submittals: Submit the following: 1. Copy of each ofthe followingpermits and associated licenses,as applicable to the Work: a. Monitoring Observation Water Well Permit Application. b. Excavation Permit. c. Right of Way Contractor License. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PERMIT REQUIREMENTS 01 4124-1 SECTION 01 42 00 REFERENCES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Defined terms and terminology. 2. Construction Codes: Indicationof applicable building code and other construction codes. 3. Referenced Standard Specifications and Construction Guidelines: Indication of Owner's or third-party specifications and construction standards applicable to one or more parts of the Work. 4. Abbreviations in general use in the Contract Documents. 5. Reference Standards: General requirements regarding reference standards,including a listing of reference standard-issuing organizations(andtheir acronyms)used in the Contract Documents. 1.2 REFERENCES A. Contract Language Addressed to Contractor: 1. Unless expressly indicated otherwise,language of the Contract Documents addresses Contractor,and the Contract Documents show and indicate Contractor's obligations. 2. Unless indicated otherwise,expressions such as,"provide","furnish","install","perform", "retain services of',"remove","demolish","replace",and the like refer to Contractor's obligations under the Contract. B. Defined Terms: 1. Defined terms,indicated with initial capital letters or with all-capital letters,used in the Contract Documents,are indicated in the General Conditions,as may be modified by the Supplementary Conditions. Additional defined terms,if any,in general use in the Contract Documents are indicatedbelow. Where used,suchdefined terms apply to the singular and plural thereof. a. None. 2. Additional defined terms,applicable to the Work of given Specifications Section,may be indicated in the associated Specifications Section. C. Terminology: 1. Terminology,indicated without initial capital letters,used in the Contract Documents,are indicated in the General Conditions,as maybe modifiedby the Supplementary Conditions. Additional terminology in general use in the Contract Documents are indicated below. Where used,such terminology applies to the singular and plural thereof. a. "Shown"means information or requirements presentedon the Drawings,in schedules, or in other types of graphic instruments. b. "Indicated"means,as applicable: (1)graphic representations,notes,or schedules on the Drawings,or(2)other paragraphs,provisions,tables,or schedules in the Specifications and elsewhere in the Contract Documents. c. "Specified","noted","scheduled",and similar terms,have the same meaning as "shown"and"indicated",as applicable,and are used to help the user locate the reference without limitation on the location. d. "Installer","applicator",or"erector"is Contractor's employees or Subcontractor, engaged to perform a specific construction activity,including installation,erection, application,or similar Work. Installers shallbe experienced in the Work that installer is engaged to perform. e. "Experienced",when used in conjunction with terms such as"installer", "Subcontractor","Supplier","manufacturer",and similar terms means(unless expressly indicated otherwise for the subject Work elsewhere in the Contract 10398893 City offort Collins Cathodic Protection Renewal-90%Design REFERENCES 01 42 00-1 Documents)suchperson orentity,as applicable,has successfully completed not less than fiveprevious projects similarin size,scope,and complexity to such person's or entity's work on this Project;being familiar with the special requirements indicated and required;being familiar with Laws and Regulations; and having complied with requirements of authorities having jurisdiction,and complying with written requirements of the Supplier of the material or equipment being installed. f. "Assigned specialists"and similarterms: Certain Specifications require specific construction activities be performed by specialists with recognized,extensive experience in such operations. Engage said specialists for such activities,and their engagement is a requirement over which Contractor has no option. These requirements do not conflict with enforcement of building codes and other Laws and Regulations. Such requirements are not intended to interfere with local trade union jurisdictional settlements and similar conventions. Suchassignments shallnot relieve Contractor of responsibility for complying with the requirements of the Contract Documents. g. Trades: Use of terms such as"carpentry"does not imply that certain construction activities must beperformed by accredited orunionized individuals of a corresponding generic name,such as"carpenter",unless otherwise indicated in the Contract Documents orrequiredby Laws orRegulations,or required by an applicable project laboragreement. Suchterminology also does not imply that indicated requirements apply exclusively to trade personnel of the corresponding generic name.. 2. Additional terminology,applicable to the Work of a given Specifications Section,maybe indicated in the associated Specifications Section. 1.3 REFERENCED STANDARD SPECIFICATIONS AND CONSTRUCTION GUIDELINES A. Engineer is not the author of,is not responsible for,and did not seal and sign the referenced specifications and construction guidelines indicatedabove. Such referenced specifications and construction guidelines are not part of the Contract Documents. Where compliance with referenced specifications or construction guidelines is required by the Contract butrequirements are unclear or conflict with requirements ofthe Contract Documents,submit to Engineerrequest for interpretation or clarification. . B. Maintain at the Site complete copy (in either paper or electronic form)of referenced specifications and construction guidelines indicated above. Make such copy available for Engineer's,Resident Project Representative's(RPR),or Owner's Site Representative's(OSR) use in Contractor's field office at the Site. 1.4 ABBREVIATIONS. A. Abbreviations-General: 1. Abbreviations commonly used in the Contract Documents are indicated in this Article or on the Drawings,except as further indicated in the following paragraphs,. 2. Additional abbreviations,specific to the Work of a given Specifications section,may be indicated in the associated Specifications. 3. Piping system abbreviations are indicated in Section 4005 01 -Common Work Results for Process Piping. B. Common abbreviations that maybe used in the Contract Documents are indicated below, alphabetically by their written-out meaning: Alternating current AC Ampere A,or amp Americans with Disabilities Act ADA Americans with Disabilities Act Accessibility Guidelines ADAAG Ante meridian a.m. 10398893 City offort Collins Cathodic Protection Renewal-90%Design REFERENCES 014200-2 Average avg Celsius(or Centigrade) C Chlorinated polyvinyl chloride CPVC Chlorofluorocarbons CFC Centimeter cm Code of Federal Regulations CFR Computer-aided drafting and design CADD,or CAD Cubic inch cu in,or CU IN,or in Cubic foot cu ft,or CU FT,cf,CF,or ft3 Cubic yard cu yd,or CU YD,or CY,or yd3 Cubic feet per minute CFM,or cfm Cubic feet per second CFS,or cfs Decibel dB,dBA,or dBa Degree Celsius degrees C,'C,or deg C Degrees Fahrenheit degrees F,T,or deg F Diameter dia Direct current DC Dollars $ Each ea Efficiency eff Fahrenheit F Feet ft or FT Feet per hour FPH,or ft/hr Feet per minute FPM or ft/min Feet per second fps,or ft/s Figure fig Flange fig Foot-pound ft-lb or FT-LB Gallon gal or GAL Gallons per hour GPH,gph,or gal/hr Gallons per minute GPM,or gpm Gallons per second GPS,or gps Gram g Grams per liter g/L Heating,ventilating,and air conditioning HVAC Hertz Hz 10398893 City offort Collins Cathodic Protection Renewal-90%Design REFERENCES 014200-3 Horsepower hp or HP Hour hr or HR Human-machine interface HMI Inch in.or IN Inches of mercury in.Hg Inches water gage in.w.g. Inch-pound inAb Inside diameter ID Iron pipe size IPS Kilogram kg Thousand pounds kips Kilograms per square inch ksi Kilovolt-ampere kva,or kVA Kilowatt Kw,or Kilowatt-hour Kwhr,kWhr,or kwh,kWh Linear foot lin ft or LF Liter L Leadership in Energy and Environmental Design (USGBQ LEED Maximum max Mercury Hg Meter m Mile mi Miles per hour mph or MPH Milligram mg Milligrams per liter mg/1 or mg/L Milliliter ml Millimeter mm Minimum min National pipe threads NPT Nominal pipe size NPS Number no.or#. Outside diameter OD Pounds per cubic foot pcf Polyvinyl chloride PVC Post meridian p.m. Pound lb,LB,lbs,or LBS 10398893 City offort Collins Cathodic Protection Renewal-90%Design REFERENCES O1 4200-4 Pounds per square inch PSI,or psi Pounds per square inch absolute PSIA,or psia Pounds per square inch gauge PSIG,or psig Pounds per square foot PSF,orpsf Process control system PCs Programmable logic controller PLC Revolutions per minute RPM,or rpm Second sec,or s Specific gravity sp gr,or SG Square sq Square foot sq ft,or SQ FT,or sf,or ft2 Square inch sq in.,or SQ IN,or in' Square yard sq yd,or SY,or yd2 Standard std Total dynamic head TDH Volt V Volts alternating current VAC,or vac Volts direct current VDC,or vdc Volatile organic compounds VOC 1.5 REFERENCE STANDARDS AND ORGANIZATIONAL ACRONYMS A. Reference Standards-General: 1. Each entity engagedin the Work,including Contractor,Subcontractors,and Suppliers,shall be familiar with reference standards applicable to its portion(s)of the Work. Comply with such reference standards when required by the Contract Documents or appropriate fabrication and construction practice,unless the Contract Documents requirements exceed those of the associated reference standard. 2. Referto the General Conditions,as may be modified by the Supplementary Conditions, relative to reference standards and resolving discrepancies between reference standards and the Contract Documents. 3. Provisions of reference standards are in effect in accordance with the Specifications and other provisions of the Contract Documents where reference standards are cited. 4. Copies of applicable reference standards are not included in or bound with the Contract Documents. Where reference standards are needed for the Work,obtain such reference standards(s)from the publication source. B. Organization Names and Acronyms: 1. Where reference standards,specifications,manuals,Laws or Regulations,or other published data of international,national,regional,or local organizations are cited in the Contract Documents,the organization issuing the standard (or other type of document)may be referred to by its acronym only. 2. The following acronyms that may appear in the Contract Documents shall have the meanings indicatedbelow,unless expressly indicated otherwise in thatpartof the Contract Documents where such standard(or other document)is cited. 3. Listing is alphabetical by acronym. 10398893 City offort Collins Cathodic Protection Renewal-90%Design REFERENCES 014200-5 AA Aluminum Association AABC Associated Air Balance Council AAMA American Architectural Manufacturers Association AAR Association of American Railroads AASHTO American Association of State Highway and Transportation Officials ABMA American Bearing Manufacturers Association(formerly Anti-Friction Bearing Manufacturers Association(AFBMA)) ACI American Concrete Institute ACS American Chemical Society ADSC-IAFD International Association of Foundation Drilling. AEIC Association of Edison Illuminating Companies AF&PA American Forest and Paper Association AGI American Geosciences Institute AGMA American Gear Manufacturers Association Al Asphalt Institute AIA American Institute of Architects AIChE American Institute of Chemical Engineers AIPG American Institute of Professional Geologists AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction ALSC American Lumber Standards Committee AMA Acoustical Materials Association AMCA Air Movement and Control Association AMP National Association of Architectural Metal Manufacturers,Architectural Metal Products Division AMPP Association for Materials Protection and Performance ANSI American National Standards Institute APA The Engineered Wood Association APHA American Public Health Association API American Petroleum Institute AREA American Railway Engineering Association ARI Air Conditioning and Refrigeration Institute ARS American Rail Standard ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating,Refrigerating and Air Conditioning Engineers 10398893 City offort Collins Cathodic Protection Renewal-90%Design REFERENCES O14200-6 ASME American Society of Mechanical Engineers ASNT American Society for Non-DestructiveTesting ASQ American Society for Quality ASSE American Society of Safety Engineers ASTM ASTM International AWCI Association of the Wall and Ceiling Industry AWI Architectural Woodwork Institute AWPA American Wood Protection Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BAAQMD Bay Area Air Quality Management District BHMA Builders Hardware Manufacturers Association BIA Brick Industry Association CASE Coalition of American Structural Engineers(part of the American Council of Engineering Companies(ACEC)) CBMA Certified Ballast Manufacturers Association CBP United States Customs and Border Protection CDA Copper Development Association CEMA Conveyor Equipment Manufacturers Association CGA Compressed Gas Association CISCA Ceilings and Interior Systems Construction Association CISPI Cast Iron Soil Pipe Institute CLFMI Chain Link Fence Manufacturers Institute CMAA Crane Manufacturers Association of America CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute DBIA Design-Build Institute of America DHS United States Department of Homeland Security DIN Deutsches Institut fiirNormung,eV (German Institute for Standardization)u DIPRA Ductile Iron Pipe Research Association EJCDC Engineers Joint Contract Documents Committee EJMA Expansion Joint Manufacturers Association,Inc. ETL Intertek Testing Services,Inc.(formerly ETL Testing Laboratories,Inc.) FAA Federal Aviation Administration(US Department of Transportation) FCC United States Federal Communications Commission FEMA Federa I Emergency Management Agency (US Department of Homeland Security) 10398893 City offort Collins Cathodic Protection Renewal-90%Design REFERENCES 014200-7 FHWA Federal Highway Administration (US Department of Transportation) FIDIC International Federation of Consulting Engineers FM Factory Mutual(FM Global) FRPI Fiberglass Reinforced Plastics Institute FS Federal Specification FTA Federal Transit Administration,United States Department of Transportation GA Gypsum Association GANA Glass Association of North America HEW United States Department of Health,Education and Welfare HI Hydraulic Institute HMI Hoist Manufacturers Institute HUD United States Department of Housing and Urban Development IBC International Building Code ICC International Code Council ICEA Insulated Cable Engineers Association IEEE Institute of Electrical and Electronics Engineers IESNA Illuminating Engineering Society of North America IFI Industrial Fasteners Institute IRI Industrial Risk Insurers ISA International Society of Automation ISI Institute for Sustainable Infrastructure ISO Insurance Services Office ISO International Organization for Standardization LPI Lightning Protection Institute MIA Marble Institute of America ML/SFA Metal Lath/Steel Framing Association MS Military Specifications MSS Manufacturers' Standardization Society MMA Monorail Manufacturers Association NAAMM National Association of Architectural Metal Manufacturers NACE National Association of Corrosion Engineers NAPF National Association of Pipe Fabricators,Inc. NARUC National Association of Regulatory Utilities Commissioners NAVFAC Naval Facilities Engineering Command(US Navy) NBHA National Builders Hardware Association NBS National Bureau of Standards(United States Department of Commerce) NCMA National Concrete Masonry Association 10398893 City offort Collins Cathodic Protection Renewal-90%Design REFERENCES 01 4200-8 NEC National Electric Code NELMA Northeastern Lumber Manufacturers'Association NEMA National Electrical Manufacturers Association NEPA National Environmental Policy Act NESC National Electrical Safety Code NETA International Electrical Testing Association NFPA National Fire Protection Association NFRC National Fenestration Rating Council NGA National Glass Association NHLA National Hardwood Lumber Association NHPMA Northern Hardwood and Pine Manufacturers Association NICET National Institute for Certification in Engineering Technologies NIST National Institute of Standards and Technology (United States Department of Commerce) NLGA National Lumber Grades Authority NRC United States Nuclear Regulatory Commission NRCA National Roofing Contractors Association NRMCA National Ready Mixed Concrete Association NSF National Sanitation Foundation NSPE National Society of Professional Engineers NSSGA National Stone,Sand,and Gravel Association NTMA National Terrazzo and Mosaic Association OSHA Occupational Safety and Health Administration,United States Department of Labor PCA Portland Cement Association PCI Precast/Prestressed Concrete Institute PEI Porcelain Enamel Institute PFI Pipe Fabrication Institute PPI Plastics Pipe Institute PGMC Primary Glass Manufacturers Council PS Product Standards Section,United States Department of Commerce RCSC Research Council on Structural Connections(part of AISC) RMA Rubber Manufacturers Association RUS Rural Utility Service(division of Rural Development of the USDA) SAE Society of Automotive Engineers SCAQMD Southern California Air Quality Management District SCPRF Structural Clay Products Research Foundation SCTE Society of Cable Telecommunications Engineers 10398893 City offort Collins Cathodic Protection Renewal-90%Design REFERENCES O14200-9 SDI Steel Deck Institute SDI Steel Door Institute SIGMA Sealed Insulating Glass Manufacturing Association SJI Steel Joist Institute SMACNA Sheet Metal and Air Conditioning Contractor's National Association SPI Society of the Plastics Industry SPIB Southern Pine Inspection Bureau SSPC Society for Protective Coatings(formerly,Steel Structures Painting Council) SWI Steel Window Institute TCNA Tile Council of North America TEMA Tubular Exchanger Manufacturers Association TIA/EIA Telecommunications Industry Association/Electronic Industries Alliance TSA Transportation Security Administration(United States Department of Homeland Security) UCC Uniform Commercial Code UL Underwriters Laboratories,Inc. USAB United States Access Board USACE United States Army Corps of Engineers(also abbreviated as COE orUSACOE) USDA United States Department of Agriculture USDOE United States Department of Energy USDOT United States Department of Transportation USEPA United States Environmental Protection Agency USGBC United States Green Building Council USGS United States Geological Survey USPHS United States Public Health Service WCLIB West Coast Lumber Inspection Bureau WCMA Window Covering Manufacturers Association WCMA Wood Component Manufacturers Association WDMA Window and Door Manufacturers Association WEF Water Environment Federation (formerly the Water Pollution Control Federation) WWEMA Water and Wastewater Equipment Manufacturers Association WWPA Western Wood Products Association PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design REFERENCES 01 42 00-10 SECTION 01 51 05 TEMPORARY UTILITIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Temporary electricity. 2. Temporary lighting. 3. Temporary communications. 4. Temporary heating,cooling,ventilating,and temporary enclosures. 5. Temporary water supply. 6. Temporary sanitary facilities. 7. Temporary first-aid facilities. 8. Temporary fire protection. B. Scope: 1. Contractor shall provide all temporary utilities and temporary facilities required for the Project,including those indicated in this Specifications section. 2. Make all arrangements with utility owners for temporary utilities and with others as appropriate for temporary facilities. Obtain required permits and approvals for temporary utilities and temporary facilities. 3. Pay all service costs for utilities and facilities indicated in this Specifications section as Contractor's responsibility,including cost of electricity,water,fuel,and other utility services and temporary facilities required for the Work. 4. Continuously maintain adequate temporary utilities andtemporary facilities forall purposes for the Project,until removal of temporary utilities and temporary facilities. Atminimum, provide and maintain temporary utilities and temporary facilities through Substantial Completion and removal of temporaryfield offices and sheds unless otherwise approved in writing by Engineer. 5. Should Owner occupypart of theWork priorto Substantial Completion of the entire Work, cost of utilities consumedvia temporary utilities serving the portion occupied by Owner will be shared proportionately by Owner and Contractor as mutually agreed to by the parties. 6. Maintain,including cleaning,temporary utilities and temporary facilities,and continuously provide consumables as necessary. 7. Temporary utilities andtemporary facilities shallbe adequate for personnel using the Site and the needs of the Project. 8. Provide temporary utilities and temporary facilities in compliance with Laws and Regulations and requirements of authorities having jurisdiction and,when applicable, requirements of utility owners. 1.2 REQUIREMENTS FOR TEMPORARY UTILITIES AND TEMPORARY FACILITIES A. Temporary Electricity: 1. Provide temporary electric service necessary for the Work,including continuous power for temporary field offices and sheds. Provide temporary outlets with circuit breaker protection and ground fault protection. B. Temporary Lighting: 1. Provide temporary lighting at the Site of not less than the greater of(1)Laws and Regulations,and(2)the following: a. Five foot-candles for open areas,10 foot-candles for shops 25 foot-candles for stairs. 2. Do not work in areas with insufficient lighting. Where lighting is insufficient for the work activities to be performed,provide additional temporary lighting. 3. Provide temporary lighting sufficient for observation of the Work by Engineer and inspection by Contractor,entities performing code-required tests and special inspections, 10398893 City offort Collins Cathodic Protection Renewal-90%Design TEMPORARY UTILITIES 01 5105-1 and authorities having jurisdiction. Where required by Engineer,provide additional temporary lighting. 4. Provide temporary lighting for Engineer's field office in accordance with Section 01 5211 - Engineer's Field Office. C. Temporary Communications: 1. Provide temporary telephone service and communications necessary for Contractor's operations atthe Site and for summoning emergency medical assistance and other first- responders as necessary. D. Temporary Heating,Cooling,Ventilating,and Enclosures: 1. Provide sufficient temporary heating,cooling,and ventilating and temporary enclosures to ensure safe working conditions and prevent damage to existing property and the Work. 2. Required temperature range forstorage areas and certain elements of the Work,including preparation of materials and surfaces,installation or application,and curing as applicable, shallbe in accordance with the Contract Documents for the associated Work and the Supplier's recommended temperature and humidity ranges for storage,application,or installation,as appropriate. E. Temporary Water: 1. Water for Construction Purposes: a. Provide water for Site maintenance and cleaning and,water necessary for construction activities,and water for disinfecting and testing of systems. 2. Water for Human Consumption and Sanitation: a. Provide potable water in accordance with Laws and Regulations for consumption by personnel at the Site,for field offices,and for sanitary facilities. b. When necessary,provide bottled,potable water for use and consumption by personnel at the Site,including Contractor,Engineer,and visitors to the Site. F. Temporary Sanitary Facilities: 1. Provide suitably-enclosed chemical or self-contained toilets for Contractor's employees, Subcontractors,Suppliers,Engineer,andvisitorsto the Site. Location of temporary toilets shall be acceptable to Owner and Engineer. a. Sanitary facilities shall be staked down to prevent damage from wind/weather. 2. Refer to Paragraph 1.2.E of this Specification Section for requirements for temporary water service intended for human consumption during construction. 3. Provide suitable temporary washing facilities for employees and visitors. G. Temporary First-aid Facilities. 1. Provide temporary first-aid stations at or immediately adjacent to the Site's work areas,and inside Contractor's field office. Locations of temporary first-aid stations shall be determinedby Contractor's safety representative. Replenish supplies in first-aid stations as items are used,prior to expiration ofitems,and as necessary. Monitor and log inventory of supplies in temporary first-aid stations [not less than once per week]. 2. Provide list of emergency telephone numbers at each hardwired telephone at the Site. H. Temporary Fire Protection. 1. Provide temporary fire protection in accordance with Laws and Regulations and the requirements of this Specifications section. 2. For work areas without standpipe fire protection systems,during construction provide portable fire extinguishers rated not less than 2A or 5B in accordance with NFPA 10 — Portable Fire Extinguishers,for ea ch temporary building and for every 3,000 square feet of floor area under construction. 3. Provide Class A(ordinary combustibles),Class B (combustible liquids and gases),and Class C(electrical equipment)fire extinguishers as necessary. 4. Comply with NFPA 241 —Standard for Safeguarding Construction,Alternation,and Demolition Operations,andrequirements offire marshals and authorities having jurisdiction at the Site. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TEMPORARY UTILITIES 01 5105-2 1.3 USE OF OWNER'S SYSTEM A. Existing Utility Systems: Do notuse systems in existing buildings or structures for temporary utilities without Owner's written permission and mutually acceptable basis agreed upon by the parties for proportionate sharing of costs between Owner and Contractor. PART 2 - PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Materials and equipment for temporary utilities and temporary facilities: 1. maybe new or used but,if used,shall be in good condition; 2. shall be adequate for purposes intended; 3. shall not create unsafe or unsanitary conditions; and 4. shall comply with Laws and Regulations. B. Provide required materials,equipment,and facilities,including piping,cabling, supports, controls,and appurtenances. PART 3 - EXECUTION 3.1 INSTALLATION A. Install temporary utilities and temporary facilities in neat,orderly,manner,and make structurally,mechanically,and electrically sound throughout. B. Location of Temporary Utilities and Temporary Facilities: 1. Locate temporary systems for proper function and service. 2. Temporary systems shall not interfere with orprovide hazards or nuisances to: the Work underthis and other contracts,movement of personnel,traffic areas,materials handling, hoisting systems,storage areas,finishes,and work of utility owners and others. 3. Do not install temporary utilities on the ground,with the exception of temporary extension cords,hoses,and similar systems in place for short durations. C. Modify and extend temporary systems as required by progress of the Work. 3.2 USE A. Maintain temporary systems to provide safe,continuous service as necessary and as required. B. Properly supervise operation of temporary systems: 1. Enforce compliance with Laws and Regulations. 2. Enforce safe practices. 3. Prevent abuse of services. 4. Prevent nuisances and hazards caused by temporary systems and their use. 5. Prevent damage to finishes. 6. Ensure that temporary systems and equipment do not interrupt continuous progress of construction. C. At end of each workday,check temporary systems and verify that sufficient consumables are available to maintain operation until work is resumed at the Site. Provide additional consumables if the supply on hand is insufficient for continuous operation. 3.3 REMOVAL A. Completely remove temporary utilities,temporary facilities,equipment,and materials when no longerrequired. Repair damage caused by temporary systems and their removal and restore the Site to condition required by the Contract Documents; if restoration of damaged areas is not otherwise specified,restore to preconstruction condition. B. Where temporary utilities are disconnected from existing utility,provide suitable,watertight or gastight(as applicable)cap orblind flange,as applicable,on service line,in accordance with 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TEMPORARY UTILITIES 01 5105-3 requirements of utility owner. If utility ownerwill perform suchwork,coordinate with and pay utility owner for such work. C. Where permanent utilities and systems were used for temporary utilities,upon Substantial Completionreplace all consumables such as filters and light bulbs and parts used during the Work. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TEMPORARY UTILITIES 01 5105-4 SECTION 01 61 00 COMMON PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Common requirements for materials and equipment. 2. Compatibility of materials and equipment. 1.2 REQUIREMENTS FOR MATERIALS AND EQUIPMENT A. Unless otherwise indicated in the ContractDocuments,furnish materials and equipment that: 1. have not been previously been incorporated into another projector facility; and. 2. have not changed ownership after initial shipment from the manufacturer's factory or facility; and. 3. if stored since their manufacture or fabrication,have,while in storage,been properly maintained and serviced in accordance with the manufacturer's recommendations for long- term storage;submit documentation as required by Engineer that such maintenance and service has been performed; and. 4. that theitem(s)have notbeensubject to degradation or deterioration since manufacture; and. 5. are the current model(s)or type(s)furnished by the Supplier. B. To the extent possible,furnish from a single source those materials and equipment that are of the same generic kind. C. Furnish materials andequipment complete with accessories,trim,finish,fasteners,and other items shown,indicated,or required for a complete installation for the indicated use and performance. D. Standard Items: When available,and unless custom or nonstandard options are specified or indicated,furnish standard materials and equipment of types that have been produced and used successfully in similar situations on other projects. E. VisualMatching: Where required in the Contract Documents,furnish materials and equipment that match(as determined by Engineer)referenced existing construction,and mock-ups and Sample(s)approved by Engineer. F. Where the Contract Documents include the phrase"as selected"for color of materials or equipment,finish pattern,option,or similarphrase,furnish materials and equipment selected by Engineer as follows: 1. Standard Range: Where the Contract Documents include the phrase"standard range of colors,patterns,textures"or similar wording,furnish color,pattern,density,or texture selected by Engineer from manufacturer's product line that does not include premium items. 2. Full Range: Where the Contract Documents include the phrase"full range of colors, patterns,textures"or similarwording,Engineerwill select color,pattern,density,ortexture from manufacturer's entire product line,including standard and premium items. 1.3 COMPATIBILITY A. Similarmaterials and equipment by the same Supplier shall be compatible with each other, unless otherwise indicated in the Contract Documents or approved by Engineer. B. Furnish materials and equipment compatible with items previously selected or installed on the Project. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design COMMON PRODUCT REQUIREMENTS 01 61 00-1 PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Desip COMMON PRODUCT REQUIREMENTS 01 61 00-2 SECTION 01 65 00 PRODUCT DELIVERY REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for: a. Coordination of deliveries. b. Preparing materials and equipment for shipping from the production or fabrication facility,including packaging. c. Shipment. d. Delivery of materials and equipment to the Site. e. Inspection upon delivery and remedyof damaged,deteriorated,or otherwise defective items,and remedy of missing or lost items. B. Scope: 1. Contractor shall make all arrangements for packaging,shipping,delivering,inspecting upon delivery,and unloading upon delivery materials and equipment necessary and required for the Work. 2. Contractor shall provide all labor,materials,equipment,tools,incidentals,and services necessary to havematerials andequipmentproperly packaged,shipped,and deliveredto the Site,and all related Work required by the Contract Documents. C. Related Requirements: Include but are not limited to: 1. Section 01 66 00 -Product Storage and Handling Requirements. 1.2 ADMIMSTRATIVE REQUIREMENTS A. Coordination: 1. To extent practicable,coordinate shipping and delivery of materials and equipment with anticipated shipping requirements,such as allowing sufficienttime forcustoms inspections on international shipments,availability of shipping services and facilities,and seasonal concerns(such as shipments that may be influenced by major tropical storms and predictable,typical weather). 2. Coordinate shipping and delivery of materials and equipment tothe Site and otherlocations where such items maybe stored prior to delivery to the Site. Coordinate such shipments and deliveries with the progress of the Work and status of adequate facilities,whether temporary storage or permanent installation locations,necessary to properly store and safeguard materials and equipment to be incorporated into the Work. 3. Where possible,deliverto the Site materials and equipment as close as possible to when such items will be incorporated into appropriately protected,permanent installation location. 1.3 PREPARATION FOR SHIPMENT A. Factory Assembly: 1. When practical,factory-assemble materials and equipment. Mark or tag separate parts and assemblies to facilitate field assembly. B. Temporary Protection: 1. Appropriately cover,with strippable,protective coating or other material, machined parts and unpainted,uncoated,orunprotected surfaces subj ectto damage or deterioration caused by weather elements or environment, 2. To extent practical,strippable,removable,disposable protective materials shall be recyclable. 3. To extentpractical,strippable,removable,and disposable protective items shall be type resulting in minimum waste and cleanup upon removal. 10398893 City offort Collins Cathodic Protection Renewal-90%Design PRODUCTDELIVERY REQUIREWNTS 01 65 00-1 4. Protection ofElectrical Equipment,Instrumentation and Controls,Items with Computer Chips Solid-State Devices,and Other Electronics: a. Provide appropriate temporary protection of electrical equipment,microprocessors,and other electronics from humidity,moisture,and corrosion by appropriate packaging, protection,desiccants,and volatile corrosion inhibitor(VCI)blocks. b. Immediately priorto shipment,provide new,fresh desiccants and ensure integrity of other protective materials. C. Packaging: 1. Package materials and equipment to facilitate handling,and protect materials and equipment from damage during shipping,handling,and storage. 2. Mark,label,ortag,on outside ofeachpackage,crate,andcontainer,to indicate associated: a. Purchase order number. b. Bill of lading number. c. Delivery address(including facility name,where applicable). d. Owner's contract designation or Project name. e. Contractor name. f. Purchasing Subcontractor's name(as applicable). g. Contents by name and designation within the Work(for example,"Influent Pump No. 1") h. Approximate weight of container,crate,package,including packaging. i. Special instructions for handling and protection during shipment and unloading. 3. The Site may be listed as the"ship to"or"delivery"address;but Owner or facility manager shallnot be listed as recipientof shipment unless otherwise directed in writing by Engineer. 4. Truthfully and accurately mark,label,or tag items for shipment and delivery. 5. Include complete packing lists and bills of materials with each shipment. 6. Protect materials and equipment with appropriate,temporary packaging orprotection when such items may rotate or move during shipment. 7. Protect materials and equipment from exposure to weather elements,adverse environments, and keepthoroughly dry and dust-free. Protectpainted surfaces against impact,abrasion, discoloration,and other damage and deterioration. 8. Lubricate bearings and otheritems requiring lubrication,in accordancewith manufacturer's written instructions. 1.4 SHIPPING A. Notification of Shipments: 1. Keep Engineer,Owner,and facility manager informed of delivery of all materials and equipment to be incorporated into the Work. B. Do not ship materials and equipment until: 1. Related Shop Drawings,product data, Samples,shop testing plan Submittals,and other Submittals requiredby theContract Documents are approved by Engineer,including,but not necessarily limited to,allAction Submittals associated with the materials and equipment being delivered. 2. Manufacturer's written instructions for handling,storing,and installing the associated materials andequipment have been submitted to andaccepted by Engineer,in accordance with the Specifications. 3. Results of source quality control activities(factory testing and inspections),when required by the ContractDocuments forthe subject materials or equipment,have been submitted to and accepted by Engineer. 4. Facilities required for handling materials and equipment,in accordance with the Contract Documents and manufacturer's instructions,are in place and available at the delivery location. 5. Required storage facilities and protection measures have been provided. C. Loss or Damage During Shipment: 10398893 City offort Collins Cathodic Protection Renewal-90%Design PRODUCTDELIVERY REQUIREWNTS O1 6500-2 I. Unless otherwise indicated in the Contract Documents(whether expressly or in provisions regarding builder's risk insurance),Contractor is responsible for all loss,damage,and deterioration to materials and equipment incurred during shipment and delivery. 2. Contractoris not eligible for additional Contract Times orincrease in the ContractPrice due to delays orcosts incurred due to loss,damage,or deterioration during shipment,unless Owner wa s responsible for shipping the subject materials or equipment to the Site or other delivery location. 1.5 DELIVERY A. Scheduling and Timing of Deliveries: 1. Arrange deliveries of materials and equipment in accordance with the Progress Schedule accepted byEngineer and in ample time to facilitate inspection and observation prior to installation. 2. Schedule deliveries to minimize space required for,and duration of,storage of materials and equipment at the Site or other delivery location,as applicable. 3. Coordinate deliveries to avoid conflictingwith the Work andconditions at the Site,and to accommodate the following: a. Work of other contractors at or adjacent to the Site,Owner,facility manager,and others. b. Storage space limitations. c. Availability ofappropriate construction equipment andmachinery,tools,and qualified personnel for inspecting,unloading,and handling materials and equipment. d. Owner's and facility manager's use of premises. 4. Deliver materials and equipment to the Site during regular working hours. 5. Deliver materials and equipment to avoid delaying the Work and the Project. B. Deliveries: 1. Provide Contractor's telephone number to shipper; do not provide Owner's or facility manager's telephone number to shipper or carrier. 2. Arrange for deliveries while Contractor's personnel are at the Site. Contractor shall receive and coordinate shipments upon delivery. Shipments delivered to the Site when Contractor is not present will be refused by Owner or facility manager,and Contractor shall be responsible for the associated delays and costs,including demurrage. C. Containers and Marking: 1. Havematerials and equipment delivered in manufacturer's original,unopened,labeled containers. 2. Clearly mark partial deliveries of component parts of materials and equipment to identify materials and equipment,to allow easy accumulation of parts,and to facilitate assembly. D. Inspection of Materials and Equipment Upon Delivery: 1. Immediately upon delivery,visually but critically inspect shipment to verify that: a. Materials and equipment comply with the Contract Documents and approved or accepted(as applicable)Submittals. b. Quantities are correct. c. Materials and equipment are undamaged and of required quality. d. Containers and packages are intact and labels are complete and legible. 2. Eligibility for Payment: a. Materials and equipment are not eligible for payment until duly inspected and determinedto be in accordancewith the Contract Documents and Engineer-approved Submittals,without damage or deterioration. b. No payment can be made for damaged,deteriorated,or otherwise defective items. c. No payment can be made for missing or lost items. d. Otherprovisions of the Contract Documents may establish other preconditions for payment for delivered material and equipment. 3. Damaged,Deteriorated,and Otherwise Defective Items: 10398893 City offort Collins Cathodic Protection Renewal-90%Design PRODUCTDELIVERY REQUIRENIINTS 01 6500-3 a. Promptly remove from the Site damaged,deteriorated,or defective materials and equipment and expedite delivery of new,undamaged materials and equipment. b. Promptly remedy incomplete or lost materials and equipment. c. Furnish materials andequipmentin accordance with the Contract Documents,to avoid delaying progress of the Work. d. Promptly advise Engineer in writing:(1)when damaged,deteriorated,incomplete,or otherwise defective materials and equipment are delivered,and(2)associatedimpacton the Progress Schedule. E. Handling of Materials and Equipment Upon Delivery: 1. Provide construction equipment andmachinery,tools,and qualified personnel necessary to unload andhandle materials and equipment,by methods that prevent damaging,defacing, and soiling materials and equipment and packaging. 2. Comply with Section 01 66 00—Product Storage and Handling Requirements. 3. Provide additional protection during unloading and handling as necessary to prevent scraping,marring,and otherwise damaging materials and equipment and adjacent surfaces. 4. Unload andhandle materials and equipment bymethods that preventbending,warping,and overstressing. 5. Lift heavy components only at designated lifting points. 6. Unload and handle materials and equipment in safe manner and as recommended by manufacturerto preventdamage. Do not drop,roll,or skid materials and equipment off delivery vehicles or at other times during unloading and handling. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PRODUCTDELIVERY REQUIREWNTS 01 65 00-4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for: a. Payment considerations for stored materials and equipment. b. Handling of materials and equipment. c. Storage of materials and equipment,including: 1) General provisions for storage. 2) Storage locations. 3) Protection of stored items. 4) Storage of items containing Constituents of Concern. 5) Outdoor,uncovered storage. 6) Outdoor,covered storage. 7) Fully-protected storage. 8) Removal of temporary storage facilities and restoration of storage areas. d. Maintenance of storage. B. Scope: 1. Contractor shall provide all labor,materials,equipment,tools,services,lands,and incidentals necessary and required to store and handle materials and equipment to be incorporated into theWork,and other materials andequipment at the Site,adjacent areas, and offsite storage areas. 2. Complywith Section0l 7133-Protectionof the Work and Property,relative to handling and storing materials and equipment. C. Related Requirements: Include but are not limited to: 1. Section 01 65 00 -Product Delivery Requirements. 2. Section 01 71 33 -Protection of the Work and Property. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment: 1. Materials and equipment delivered but not suitably stored and protected will not be eligible for payment. 2. Engineermay recommend reduction in payment,and Owner may reduce payments to Contractor("set-offs")by an appropriate amount when stored items are subsequently revealed to be improperly stored or protected. 3. Payment for Suitably Stored Items: a. Materials and equipment delivered and suitably stored,but not yetincorporatedintothe Work,will not be eligible forpayment until the inspection upon delivery,required in Section 0165 00-Product Delivery Requirements,is completed and Engineer concurs that such items generally appear to be in good condition,in accordance with the Contract Documents,and are of the required quality and quantity. 1.3 SUBMITTALS A. Informational Submittals: Submit the following: 1. Affidavits of Inspection and Maintenance Performed on Mechanical and Electrical Equipment in Long-Term Storage: a. Submit in accordance with requirements of Article 3.1 of this Section. 2. Other Records of Inspection and Maintenance of Stored Materials and Equipment: a. Establish and maintain such records as required by this Section. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PRODUCT STORAGE AND HANDLING REQUIREMENTS 01 6600-1 b. Submit to Engineer or Owner(as applicable)within three days of Contractor's receipt of such request. 1.4 HANDLING A. Handling of Materials and Equipment—General: 1. Handle materials andequipmentto be incorporated into the Work in accordance with the Contract Documents and manufacturer's written instructions. 2. During handling and assembling of materials and equipment: a. Maintain validity of manufacturers'warranties. b. Comply with: 1) Section 01 65 00 -Product Delivery Requirements. 2) Section 01 71 33 -Protection of the Work and Property. c. Do not drop,drag(without appropriate rollers or skids),or scrape materials and equipment. d. Use proper construction equipment and machinery,and tools,operated by sufficient number of qualified personnel. e. Maintain materials and equipment in neutral position. f. Do not exert undue stress on materials and equipment. g. Do not deform,bend,or damage materials and equipment. h. Do not deform or mar shafts,bearings,or other parts. B. Additional Requirements for Hoisting and Lifting: 1. When lifting or hoisting,support materials and equipment from appropriate lifting points using proper hooks and suitable nylon lifting straps,chains,and cables. Do not mar or scrape surfaces of materials and equipment during handling. 2. Do not support rigging from building or structure without written approval of Engineer. 3. Contractor is responsible forand shall remedy damage to building,structure,resulting from Contractor's operations,in accordance with Section0l 7133 -Protection of the Work and Property. 1.5 STORAGE A. Storage—General: 1. Contractor shall make allarrangements and provide allmeasures necessary andrequired for, and pay all costs associated with,storing materials and equipment. 2. Store materials and equipment in accordance with the Contract Documents and manufacturer's written instructions. In event ofconflict between the Contract Documents and manufacturer's written instructions regarding storage and protection,comply with the more-stringent,more-protective requirements. 3. Comply with Section 01 71 33 -Protection of the Work and Property. 4. Records: a. Establish andmaintain up-to-date account of materials and equipment in storage,to facilitate preparation ofprogress payment requests,if the Contract Documents provide forpayment formaterials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing. b. Submit affidavits of inspection and maintenance of mechanical and electrical equipment in long-term storage in accordance with this Section's Article 3.1 ("Maintenance of Storage"). 5. Arrange stored materials and equipment to allow easy access for observation or inspection by Owner,Engineer,,Owner-hired testing and inspection entities,and authorities having jurisdiction. 6. Inspect and maintain stored materials and equipment in accordance with this Section's Article 3.1 ("Maintenance of Storage"). B. Storage Location: 1. Area(s)available at the Site for storing materials and equipmentare addressed in Section 0 1 14 19 -Use of Site. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PRODUCT STORAGE AND HANDLING REQUIREMENTS 01 6600-2 2. When onsite storage is insufficient,Contractor shall provide additional lands for storage facilities as necessary and required for the Work. 3. Restrictions on Storage Locations: a. Do not store materials orequipmentin structures being constructed unless approved by Engineer in writing. b. Do not use lawns,landscaped areas,or private property for storage without written permission of property owner. c. Comply with: 1) Section 01 14 19 -Use of Site. 2) Section 0171 33 -Protection of the Work and Property. C. Protection of Stored Items—General: 1. Store materials and equipment indicated below to ensure preservation ofquality and fitness for intended uses in the Work,including properprotection against damage and deterioration resulting from:water(includingprecipitation,flood,and other),moisture,humidity,wind, dust,freezing,and outdoor ambient airhigh temperature. Temperature and humidity inside crates,containers,storage structures,and packaging may be significantly higher than outdoor ambient air temperature. 2. Store in indoor,climate-controlled storage allmaterials andequipment subjeetto damage or deteriorationby water,moisture,humidity,heat,cold,and other elements,unless otherwise acceptable to Owner and Engineer. 3. Do not open manufacturer's crates,containers,and packaging until time of installation, unless recommended by the manufacturer or otherwise required in the Contract Documents. 4. Store allmaterials and equipment o ffthe ground(orfloor)on raised supports such as skids or pallets. 5. Finished Surfaces: a. Protect finished surfaces against impact,abrasion,discoloration,and other damage. b. Remedy,in accordance with requirements ofitem manufacturer and finishing system manufacturer damaged,marred,or deteriorated finishes,to Engineer's satisfaction. 6. Contractor is fully responsible for loss,damage,and deterioration,including theft and vandalism,to stored materials and equipment. D. Storage of Materials or Equipment Containing Constituents of Concern: 1. Prevent contamination of personnel,storage areas,the Site,and adjacent areas. 2. Comply with Laws and Regulations,and other provisions of the Contract Documents relative to Constituents of Concern and Hazardous Environmental Conditions. E. Uncovered Storage: 1. The following materials maybe storedoutdoors without cover on supports,so there is no contact with the ground: a. Reinforcing steel. b. Precast concrete materials. c. Structural steel. d. Metal stairs. e. Handrails and railings. f. Grating. g. Checker plate. h. Metal access hatches,such as floor doors,roof hatches,and the like. i. Castings. j. Fiberglass items. k. Rigid electrical conduit,except PVC-coated conduit. 1. Fencing intended for permanent,outdoor installation. in. Piping,except PVC or chlorinated PVC(CPVC)pipe. F. Covered Storage: 1. The following materials and equipmentmaybe stored outdoors on supports and completely covered with covering impervious to water: a. Grout and mortar materials. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PRODUCT STORAGE AND HANDLING REQUIREMENTS 01 6600-3 b. Masonry units. c. Metaldecking. d. Rough lumber. e. Soil materials and granular materials such as aggregate. f. PVC and CPVC pipe. g. PVC-coated electrical conduit. h. Filter media. 2. Properly and fully secure covers against coming loose in strong winds. 3. Install coverings properly sloped to prevent accumulation of water. 4. Loose Soil Material and Loose Granular Material: a. Store such materials in well-drained areas. b. Prevent mixing of suchmaterials with foreign matter. Provide underlying separation layer or store on solid,impervious surface,where appropriate. c. Provide temporary erosion and sediment controls for stockpiled soil materials in accordance with contract documents. G. Fully-Protected Storage: 1. Store all materials and equipment not indicated in the provisions above regarding uncovered storage and coveredstorage on supports,in buildings,trailers,or other suitable temporary storage facility with concrete orwoodflooring,solid andimpervious roof,and fully closed walls on all sides. 2. Coveringwith visqueen plastic sheeting or similarmaterial in storage space without floor, roof,and walls is unacceptable. 3. Provide heated storage formaterials and equipment that couldbe damaged ordeteriorate by low temperatures or freezing. 4. Provide air-conditioned storage for materials and equipment that could be damaged or deteriorate by high temperature or humidity. 5. Protect mechanical and electrical equipment from being contaminated by dust,dirt,and moisture. 6. Maintain temperature andhumidity at levels recommended by materials and equipment manufacturers. 7. Prevent infestationof storeditems by pests and rodents. Promptly and properly remedy such infestation when apparent. H. Removal of Temporary Storage Facilities and Restoration of Storage Areas: 1. Completely remove temporary storage facilities when no longer necessary for the Work. 2. Restore areas used for storage and areas occupied by temporary storage facilities,in accordancewith the Contract Documents,including Section 01 71 33 -Protection of the Work and Property. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION 3.1 MAINTENANCE OF STORAGE A. On a scheduled basis,periodically inspect stored materials and equipment to ensure that: 1. Condition and status of storage facilities is adequate to provide required storage conditions. 2. Required environmental conditions are maintained on continuing basis. 3. Materials and equipment exposed to weather elements or other environment are not adversely affected. B. Affidavits: 1. Submit to Engineer affidavit for each time maintenance and inspection was performed on materials andequipment in long-term storage. Affidavit shallbe signed by Contractor and entity performing the inspection and maintenance on the stored items. 2. Indicate on affidavit: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PRODUCT STORAGE AND HANDLING REQUIREMENTS 01 6600-4 a. Date of inspection. b. Personnel involved and employer of each. c. Condition of storage environment. d. Specific stored items inspected,equipment condition,problems observed,problems corrected,maintenance tasks performed,and other relevant information. e. Signature of Contractor's person responsible for the inspection and maintenance. f. Signed and notarized statement by items'manufacturer indicating whether storage conditions and tasks performed are suitable for continued compliance with manufacturer's warranties. 3. Submit each affidavit,complete,not later than seven days after performing associated inspection and maintenance. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PRODUCT STORAGE AND HANDLING REQUIREMENTS 01 6600-5 SECTION 01 71 14 MOBILIZATION AND DEMOBILIZATION PART 1 -GENERAL 1.01 SUMMARY A. Section Includes: 1. Construction mobilization and demobilization. B. Scope: 1. Contractor shall provide all labor,materials,equipment,tools,services,and incidentals to perform mobilization and demobilization for the Work. 2. This Section is general and does not necessarily indicate all activities required for m obiliza tion and demobilization,which may be indicated in other parts of the Contract Documents., C. Related Requirements: Include,but are not necessarily limited to: 1. Section 0122 00 -Measurement and Payment. 2. Section 0129 73 -Schedule of Values. 3. Section 01 7133 -Protection of the Work and Property. 4. Section 0174 00-Cleaning. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment: 1. Where costs of mobilization and demobilization are to be included in a specific bid/pay item,such item is indicatedin the Contract,including Section 0122 00-Measurement and Payment. 2. Where the Contract does not expressly require costs formobilization and demobilization are to be under specific bid/payitem(s),Contractor may allocate such costs among bid/pay items as Contractor deems appropriate. 3. Where mobilization and demobilization is to be part of a larger lump sum bid/pay item, limitations on eligibility forpayment ofmobilization and demobilization costs are indicated in Section 0129 73 -Schedule of Values. B. If costs formobilization,demobilization,orboth change as a result of Contract modifications, include the total cost of such changes to mobilization and demobilization in Change Proposal submitted for each associated change.Make no subsequent claim,whether via Change Proposal, Claim,or dispute,for additional compensation for mobilization,demobilization,or both. 1.03 MOBILIZATION AND DEMOBILIZATION-GENERAL A. Do not commence mobilization at the Site or other areas until: 1. The Contract is signed by both parties and is effective. 2. Required insurance documentation,performance bond,and payment bond have been submittedby Contractorand accepted by Owner,and builder's risk insurance complying with the Contract Documents is furnished andin place,and documentation thereof accepted by the parties. 3. Conditions,if any,of Owner-issuedNotice to Proceed,if any,have been complied with by the applicable party. 4. Preconstruction conference(s),includingitems on agenda for site mobilization matters,is completed. 5. Preconstruction photographic documentation is obtained and submitted in accordance with the Contract Documents. B. Mobilization Work includes,but is not limited to: 1. Establishing vehicular access and parking. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design MOBILIZATION AND DFMOBILI7ATION 0171 14-1 2. Establishing temporary controls and establishing and initial compliance with security forthe Site. 3. Establishing Contractor's staging and laydown areas,as shown in the Drawings. 4. Establishing temporary utilities andtemporary facilities in accordance with the Contract Documents. 5. Establishing required and necessary temporary project signage. 6. Other mobilization Workrequired by the Contract Documents,including Section 0 122 00 - Measurement and Payment,and Section 0129 73 -Schedule of Values. C. Demobilization Work includes,but is not limited to: 1. Removing from the Site and other areas Contractor's temporary utilities,temporary facilities,temporary signage,temporary security measures; construction equipment, machinery,and tools; unused items of materials and equipment; and other items. 2. Final restoration and repairof damage caused byContractor,in accordance with Section 01 71 33 -Protection of the Work and Property. 3. Final cleaning in accordance with Section 01 74 00 -Cleaning. 4. Other demobilization Workrequired by the Contract Documents,including Section 0122 00 -Measurement and Payment,and Section 0129 73 -Schedule of Values. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design MOBILIZATION AND DFMOBILI7ATION 0171 14-2 SECTION 01 71 23 FIELD ENGINEERING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for Contractor's onsite recordkeeping. 2. Contractor's surveying and layouts,and associated requirements. 3. This section supplements the General Conditions'provisions on reference points and other matters. B. Scope: 1. Contractor shall provide onsite recordkeeping,field engineering(not relatedto design of the completed Work),surveying and layout services,and professional services of the types indicated for the Project,including: a. Furnishing civil,structural,geotechnical,electrical,and otherprofessional engineering and geology services,whether required by the Contract Documents or necessary in Contractor's judgment,to perform Contractor's means,methods,techniques, sequences,andprocedures of construction. Such services do not include professional services associatedwith delegationof professional design responsibility,which(when required as part of the Work)is addressed elsewhere in the Contract Documents. b. Developingand makingalldetail surveys andmeasurements required for construction; includingstope stakes,batter boards,and all other working lines,elevations,and cut sheets. c. Providing materials requiredfor Contractor's benchmarks,controlpoints,batterboards, grade stakes,structure and pipeline elevation stakes,and other items. d. Keepinga transit,theodolite,or total station(i.e.,theodolite with electronic distance measurement device);levelinginstrument;and related implements suchas survey rods and other measurement devices,at the Site at alltimes,and having a skilled instrument person available when necessary for laying out the Work and verifying lines,grades, and elevations. e. Being solely responsible for all locations,dimensions,and levels of the Work. No data other than Change Order,Work Change Directive,or Field Order shalljustifydeparture from dimensions and levels required by the Contract Documents. f. Rectifying all Work improperly installed because ofnot maintaining,not protecting,or removing without authorization established reference points,stakes,marks,and monuments. g. Providing such facilities and assistance necessary for Engineer and Resident Project Representative(if any)or Owner's Site Representative(if any)to check lines and grade points placed by Contractor. 1.2 ADMtMSTRATIVE REQUIREMENTS A. Coordination: 1. Review requirements ofthis and other Specifications sections and coordinate other elements of the Work with field engineering,surveying,and layout Work and recordkeeping obligations set forth in this Specifications Section. 1.3 SUBMITTALS A. Informational Submittals: Submit the following: 1. Certificates: a. When requested by Engineer following completion of the Work or apart thereof, submit certificate signed by professional engineer or professional surveyor,as applicable,indicating that elevations and locations of the Work comply with the 10398893 City offort Collins Cathodic Protection Renewal-90%Design FIFLD ENGINEERNG 017123-1 Contract Documents. Explain each discrepancy,if any,from the requirements of the Contract Documents. 2. Contractor's Daily Reports and Field Engineering Records: a. Submit daily reports as indicated in this Specification Section. b. When requested by Engineer,submit documentation verifying accuracy of field engineering. 3. Qualifications Statements: a. Surveyor: Name,employer,professional address offirm,and detailed resumes of each professional land surveyor and crew chief that will be engaged in surveying Work. Submit not less than 10 days prior to beginning surveying Work. During the Project, submit detailed resume'for each new registered,licensed landsurveyorand crew chief employedby orretainedby Contractor not less than 10 days prior to starting on the surveying Work. 1.4 CONTRACTOR'S ENGINEERS A. Design Professionals Services Retained by Contractor(whether or not stationed at the Site): 1. Delegated Professional Design Services: a. Where the Contract Documents require Contractor to furnish professional engineering, geology,or architecture services as delegatedprofessional design,the provisions of the General Conditions,Specifications,and other Contract Documents regarding delegated design responsibility apply. 2. Design Professional Services that are Not Delegated Professional Design of the Completed Work: a. Where the Contract Documents require that Contractor retain a design professional such as a professional engineer,geologist,or architect,or when in Contractor's judgment retaining such entity is necessary for implementing Contractor's means, methods,techniques,sequences,orprocedures ofconstruction or safety and protection programs incident thereto,retain a design professional with necessary skills, experience,and qualifications to perform the required services. Where required by the Contract Documents or by Laws or Regulations,such entity shall be duly licensed and registered to perform the associated design professional services in the same jurisdiction as the Site,unless otherwise allowed by Laws or Regulations or by the Contract Documents. b. Owner and Engineer shall be entitled to rely upon the adequacy,accuracy,and completeness of the services,certifications,and approvals performed by such design professional(s). 1.5 CONTRACTOR'S SURVEYOR A. Qualifications: 1. Employ or retain the services,as needed,at the Site a surveyor with experience and capability of performing surveying and layouttasks required in the Contract Documents and as required for the Work. Comply with Laws and Regulations governing land surveying. 2. Contractor's surveyor shall possess not less than [five]years of experience performing duties similarin scope and complexity to those required of Contractor's surveyor on this Project. B. Responsibilities of Contractor's Surveyor: 1. Providing required surveying equipment,including transit,theodolite,or total station; level; stakes; and surveying accessories. 2. Estab fishing required lines and grades for constructing all facilities,structures,pipelines, and site improvements,including outdoor electrical equipment and feeders. 3. Preparing and maintaining professional-quality,accurate,well-organized,legible notes of all measurements and calculations made while surveying and laying out the Work. 4. Prior to backfilling operations,survey,locate,and record on a copy of the Drawings accurate representation of buried Work and Underground Facilities provided and encountered. 10398893 City offort Collins Cathodic Protection Renewal-90%Design FIELD ENGINEERING 017123-2 5. Locating on a site plan of the Site the actual location of above-groundworktobeindicated on record documents. 6. Complying with requirements of the Contract Documents relative to surveying and related Work,including requirements of this Specification section's Articles 1.6 and 3.1. 1.6 RECORDS A. Records—General: 1. Maintain at the Site: a. Contractor's daily reports,with information and submitted in accordance with Article 1.5 of this Specification Section. b. Information and documents required by Section 01 78 39-Project Record Documents. c. Complete and accurate log of control and survey Work as such Work progresses. d. Other records deemed by Contractor to be necessary or appropriate. B. Field Books and Records: 1. Survey data and records shall be in accordance with recognized professional surveying standards,Laws and Regulations,andprevailing standard of care in the locality where the Site is located. 2. Original field notes,calculations,and other surveying data shallbe recordedby Contractor's surveyor in Contractor-furnished hard-bound field books. 3. Completeness and accuracy of surveying Work,and completeness and accuracy of surveying records,including field books,shall be responsibility of Contractor. 4. Unacceptable Records of Contractor's Surveyor: a. Failure to organize and maintain surveyrecords in an appropriate manner that allows reasonable and independent verification ofcalculations,and to allow identification of elevations,lines,locations,dimensions,and grades of the Work,shall be cause for rejecting the surveying records,including field books. b. Illegible notes or data,and erasures on anypage of field books,are unacceptable. Do not submit copied notes or data. Corrections by ruling or lining out errors will be unacceptable unless initialed by the surveyor. Violation of these requirements may require re-surveying the data questioned by Engineer. c. Other provisions of the Contract notwithstanding,Contractor shall have sole responsibility for uncovering,re-surveying,and restoring uncovered Work should survey data be unacceptable to Engineer. C. Survey of Surface Structures: 1. Upon completion of foundation walls and major site improvements,prepare a survey showing or indicating dimensions,locations,angles and elevations of construction and locations and elevations of Underground Facilities installed and encountered during the Work. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION 3.1 SURVEYING A. Reference Points: 1. Referto the General Conditions,as maybe modifiedby the Supplementary Conditions,for requirements regarding reference points. 2. Owner's established referencepoints that aredamaged or destroyed by Contractor will be re-established by Owner at Contractor's expense. Ownermay deduct from payments due Contractor such amounts as set-offs in accordance with the Contract Documents. 3. From Owner-established reference points,establish lines,grades,and elevations necessary to controlthe Work. Obtain measurements required for performing the Work to tolerances indicated in the Contract Documents. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design FIELD ENGINEERING 017123-3 4. Estab fish,place,and replace as necessary and required,such additional stakes,markers,and other reference points necessary for controlling the Work and verifying accuracy and compliance with the Contract Documents. B. Surveys to Determine Quantities for Payment: 1. For each application for progress payment,perform such surveying and calculations necessary to determine quantities of Work performed orplaced,including Unit Price Work. Perform surveying necessary for Engineer to determine final quantities of Work in place. 2. Comply with additional requirements,elsewhere in the Contract Documents for measurement for payment for specific types of Work. 3. Advise Engineer,Resident Proj ectRepresentative(if any),and Owner's Site Representative (if any)not less than 24 hours before performing surveying services for determining quantities to be included in Application for Payment. Unless waived in writing by Engineer,perform quantity surveys in presence of Engineer or Resident Project Representative(if any). C. Construction Surveying: Comply with the following: 1. Alignment Staking: Provide alignment stakes at50 feet intervals on tangent,and at 25 feet intervals on curves. 2. Slope Staking: Provide slope staking at50 feet intervals on tangent,and at 25 feet intervals on curves. Re-stake at every ten-foot difference in elevation. 3. Structure: Stake-out structures,including elevations,and check prior to and during construction. 4. Pipelines: Stake-out pipelines including elevations,and check prior to and during construction. 5. Roads,Drives,and Paved Areas: Stake-out roadway,driveway,andpaved area elevations at 50-foot intervals on tangent,and at 25 feet intervals on curves. 6. Cross-Sections: Provide original,intermediate,and final staking as required,for site work and other locations as necessary for quantity surveying. 7. Easement Staking: Provide easementstakingat 50 feet intervals on tangent,and at 25 feet intervals on curves. Also provide wooden laths with flagging at maximum intervals of 100 FT. 8. Record Staking: Provide permanent stake at each blind flange and each utility cap provided for future connections. Stakes forrecord staking shall be material acceptable to Engineer, durably installed for long-term reference by Owner,utility owners,and others as necessary. D. Accuracy: 1. Establish Contractor's temporary survey reference points for Contractor's use to order of accuracy appropriate for Contractor's purposes while complying with the contract Documents. 2. Tolerances: a. Horizontal tolerances for easement staking shall be plus or minus 0.1 feet. b. Accuracy of other staking shall be plus or minus 0.04 feet horizontally and plus or minus 0.01 feet vertically,except that a tolerance of 0.1 feet vertically applies to earthwork andgrading,riprap,and installationof buried piping for-inch diameter and less. c. Tolerances formeasurement for payment for selected types of the Work shall be as indicated elsewhere in the Contract Documents,including Specifications for the associated Work. d. Provide the permanent Work within thetolerances indicated for staking in this Article. 3. Survey calculations shall include an error analysis sufficient to demonstrate required accuracy. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design FIELD ENGINEERING 01 7123-4 SECTION 01 71 33 PROTECTION OF THE WORK AND PROPERTY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for protecting the Work and property,including: a. Accessing or entering property. b. Temporary barricades and temporary warning lights and signs. c. Responsibility to remedy damaged property. d. Protecting naturalhabitats,includingtrees,plants,lawns and meadows,and wildlife. e. Protecting Underground Facilities. f. Protecting existing surface structures.. g. Protecting floors,walls,and roofs. h. Protecting other installed items and landscaping. B. Scope: 1. This Section augments requirements of the General Conditions as maybe modified by the Supplementary Conditions regarding protection of the Work and property,including Underground Facilities. 2. Contractor shall provide all labor,materials,equipment,tools,services,and incidentals necessary and required for protecting the Work and property in accordance with the Contract Documents. C. Related Requirements: Include,but are not necessarily limited to: 1. Section 0165 00 -Product Delivery Requirements. 2. Section 01 66 00 -Product Storage and Handling Requirements. 3. Section 01 71 23 -Field Engineering. 4. Section 0174 00 -Cleaning. 1.2 PROTECTION-GENERAL A. Contractorshall provide all precautions and programs and perform all actions necessary to protect personnelhealth and safety,and to protectthe Work and all public and private property and facilities from damage,in accordance with the Contract Documents,Laws and Regulations, and other applicable requirements. B. To prevent damage,injury,and loss,Contractor's actions shall include the following: 1. Providing measures forsafety ofallpersonnelat andadjacentto the Site,whether engaged in performing the Work,operating ormaintaining the facility,orperforming other functions for Owner or others. 2. Storing construction equipment,machinery,tools,and similar items,materials and equipment to be incorporatedinto the Work, supplies,and other items in an orderly,safe manner that does not unduly interfere with progress of the Work or work of others, including Owner and facility manager(if other than Owner). 3. Suitably storing materials and equipment tobe incorporated into the Work,in accordance with the Contract Documents,including Section 01 6600 -Product Storage and Handling Requirements. 4. Placingupon the Work oranypart thereof only loads consistentwith the safety and integrity of that portion of the Work and existing construction and facilities. 5. Frequently removing and disposing of rubbish,scrap materials,and debris,in accordance with the Contract Documents,including Section 0174 00 -Cleaning,resulting from Contractor's operations. 6. Providing temporary controls,including controlling pests and rodents,in accordance with the Contract Documents. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROTECTION OF THE WORKAND PROPERTY 017133-1 PART 2- PRODUCTS 2.1 TEMPORARY BARRICADES A. Materials and Construction -General: 1. Temporary barricades shall be of materials that are either new or of good quality and sufficient for the intended purpose,exposure,and duration of use. 2. Provide temporary barricades of sturdy materials of grade,thickness,and durability sufficient for the probable loads to which they will be subject. Temporary barricades intended for fall prevention,such as railings and handrails on temporary stairs and temporary walkways and at openings,shallbe in accordance with Laws and Regulations, including the applicable building and safety codes. 3. Color: Use appropriately colored andreflective barricades,orpaint barricades accordingly, to be visible at night and during periods of low visibility. 4. Wh ere owner of transportation right-of-way or transportation facility having jurisdiction or other authority havingjurisdiction requires compliancewith standards more stringent than the Contract Documents,complywith boththeContract Documents and requirements of the authorities having jurisdiction. B. Temporary Snow Fence-type Barriers: 1. Unless shown or indicated otherwise,temporary barrier shall be not less than snow fence- type,four feet high,orange-colored orotherhigh-visibility color.Polyethylene material or other,similar,durable material.Mesh size 1.25-inch by 1.5-inch. 2. Supports:Adequately supportbarriers to protect persons and property. Vertical supports may be timber,metal,or other appropriate material sufficient for the intended use,exposure, and duration of use.Properly secure fencing to supports with appropriate,stout,wire or other fastenings,sufficient to engage fencing for the intended use. PART 3 - EXECUTION 3.1 ACCESSING OR ENTERING PROPERTY A. Accessing or Entering Property-General: 1. Use and occupy only lands and easements furnished by Owner,unless appropriate consent from property owner and occupants is obtained by Contractor. 2. The foregoingapplies to personnel,construction equipment and machinery,tools,vehicles, materials orequipmentto be incorporated into the Work,supplies,temporary facilities,and other items or obstructions. 3. Limitations,if any,on accessing the Site are indicated in the contract documents. 3.2 BARRICADES A. Temporary Barricades and Temporary Warning Lights and Signs-General: 1. All Work Areas: a. Provide temporary barricades,warning lights,and warning signs for both indoor and outdoor Work,in accordance with Laws and Regulations and requirements of owners of affected property and facilities. b. Warning Lights and Signage: From 30 minutes before terrestrial sunset to 30 minutes a fter terrestrial sunrise,provide and maintain not less than one temporary fla shing light at each vehicle barricade and at other barriers and barricades as necessary. c. Provide temporary barriers where shown or indicated,and where necessary to protect persons andproperty. At minimum,provide temporarybarriers for all excavations that remain open during non-working hours. d. Promptly replace temporary barricades that are damaged or are otherwise no longer capable of serving their intended function. 2. Where the Work is performedon oradjacent to roadway,access road, other area travelled by motor vehicles,railroad,or similar transportation right-of-way,orpublic place: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROTECTION OF THE WORKAND PROPERTY 017133-2 a. Provide temporary barricades,temporary fences,temporary guard rails,temporary lights and warning signs,temporary danger signals,and other precautions for protecting persons,property,vehicles,and the Work. b. Provide sufficient temporary barricades to keep vehicles from being driven on or into excavations and the Work under construction. 3. Temporary Barriers for Areas Not Subject to Vehicular Traffic: a. Provide temporary barriers around: 1) Openings. 2) Scaffolding. 3) Temporary stairs and ramps. 4) Around excavations. 5) Around elevated walkways,slabs,and platforms. 6) Other areas that may present a fall-hazard or hazard to persons and property. b. Provide appropriate temporary barriers,warning signs and,where necessary,warning lights,at ground level and other low elevations,and at higher elevations. Protect persons and property from fall-hazards and protect persons and property at lower elevations from falling objects. 4. Duration of Temporary Barriers,Barricades,Signs,and Warning Lights: a. Contractor's responsibility formaintaining temporary barriers,barricades,signs,and warning lights shall continue until the associated Work is substantially complete in accordance with the Contract Documents,unless other provision for protection are agreed to by the parties. b. After Substantial Completion,protect Work and property during periods when Contractor is onsite: completing the remaining Work,performing correction period work,and performing warranty work. B. Temporary Snow Fence-type Barriers: 1. Establish temporary barriers around excavations and other areas as necessary for the protection of persons and property. 2. Install snow fence-type barriers vertical for entire height of barrier. 3. Maintenance: a. Maintain temporary snow fence-type barriers as necessary. b. Repairorreplace when damaged,when barrier(or any section thereof)is no longer vertical,orwhen barrier(orany sectionthereof)is no longerproperly supported for its full height and. c. Reinstall barriers promptly following temporary removals for performing work and where barrier installation has degraded over original temporary barrier installation. 4. Removal: a. Remove temporary barriers from the Site when associated excavation is properly filled and the area is sufficiently safe for persons and other property. 3.3 RESPONSIBILITY TO REMEDY DAMAGED PROPERTY A. Contractor to Remedy Damage: 1. Contractor has full responsibility forpreserving public andprivate property and facilities on and adjacent to the Site. 2. Direct or indirect damage done by,or on account of,any act,omission,neglect (including inadvertent acts),ormisconductby Contractor(including any person or entity for whom contractor is responsible)in performing the Work,shall be promptly remedied by Contractor,at Contractor's expense,in accordance with the Contract Documents. 3. If the Contract Documents do not show or indicate the required restoration,or remedy, restore orremedythe damage to condition equal orbetterthan that existing before damage was done. B. Owner May Remedy: 1. Should Contractor fail to protect and safeguard property and the Work after requests from Engineer or Owner,Owner reserves the right to implement measures to protectpropertyand the Work. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROTECTION OF THE WORKAND PROPERTY 017133-3 2. Cost of such Owner-implementedmeasures shallbe paid by Contractor. Ownermaydeduct from payments due Contractor such amounts asset-offs in accordance with the Contract Documents. 3. Such right,however,does not obligate Owner orEngineer to continuously monitor or have responsibility forprotection ofproperty and the Work,which responsibility is exclusively Contractor's. 4. In exercising its rights under this provision,Owner will endeavor to give Contractor sufficient notice to allow Contractor to remedy the damage or defect within a reasonable time. However,if Owner or Engineer deems that the situation requires prompt rem edy, Ownermay actas quickly as Ownerdeems appropriate,without infringingon or mitigating Owner's rights under this provision and elsewhere in the Contract Documents 3.4 PROTECTION OF NATURAL HABITATS A. Tree and Plant Protection—General: 1. Protect irrigation servicing existingtrees,shrubs,and plants onor adjacent to the Site that remain in place. 2. Do not store materials or equipment or park construction equipment,machinery,or vehicles within foliage drip lines. 3. In areas subject to traffic,provide temporary fencing or temporary barricades to protect trees and plants. 4. Burning is not allowed at or adjacent to the Site,including burning,in open fires or otherwise,trees,plants,debris,or other combustible materials. 5. Within the limits of the Work,watertrees andplants that are to remain,to maintain their health during construction operations. 6. Cover exposed roots with burlap,and keep such burlap continuously wet. Cover exposed roots with earth as soon as possible. Protect root systems from mechanical damage and damage by storm water runoff,erosion,flooding,and noxious materials in solution. B. Remedy of Damaged Trees: 1. If branches are damaged,prune branches immediately and protect as indicated below. 2. If bark on trunk or major branches is scraped or damaged,using sharp knife or other suitable cutting implement,cleanthe edge of the wound,leavingthe bark smooth and tight against the wood. Avoid exposing more live tissue and do not remove too much healthy bark. Apply material indicated below. 3. Afterpruningand cutting back damagedwood and bark,protect cut or damaged wood by applying emulsified asphaltic sealant specifically manufactured for sealing pruned and damagedtrees. Apply sealantin accordance with sealant manufacturer's instructions,in manner acceptable to Engineer and tree owner. 4. When directed by Engineer,remove and dispose of(at location away from the Site) damagedtrees andplants(andparts thereof)thatdie or suffer permanent injury,and replace each such damaged tree and plant with new tree or plant of equal or better species and quality. C. Protection of Lawns and Meadows: 1. Protect lawns andmeadows fromunnecessary damage during performance of the Work. 2. To extent practicable,do notdrive vehicles,construction equipment,machinery,orwheeled items such as carts and wheelbarrows,across lawns and meadows. 3. When existing lawn or meadow areas are disturbed,promptly stabilize exposed soil in accordance with Section 01 57 05 -Temporary Controls. 4. Remedy damaged lawns andmeadows in accordance with the Contract Documents. If not otherwise addressed in the Contract Documents,restore to preconstruction condition or better with the same or substantively similar species. D. Protection of Wildlife: 1. To extent practicable,avoid harmingwildlife and damaging or destroying wildlife habitats, except for areas where the Work is to be located. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROTECTION OF THE WORKAND PROPERTY 017133-4 2. In the event a threatened or endangered species is discovered at the Site for which provisions was not otherwise provided,stop work in the vicinity and immediately orally advise Engineer by telephone or in-person,promptly followed by written notice in accordancewith the Contract's provisions for notice for differing Site conditions. If species is not threatened or endangered,promptly resume work;no change in Contract Price or Contract Times is due for misidentification of threatened or endangered species. 3. Contractor is not responsible for wholesale inventorying or Site-wide evaluation of wildlife at the Site,except as indicated in the paragraph immediately above this paragraph. 3.5 PROTECTION OF UNDERGROUND FACILITIES A. Underground Facilities—General: 1. Underground Facilities known to Owner and Engineer,except laterals or services to individual structures orproperties,such as water,wastewater,storm water,gas and fuel, hydronic,steam,electric,and communications laterals or services,are shown on the Drawings. Information shown for UndergroundFa cilities is the best available to Engineer but,in accordancewith the General Conditions,as maybe modifiedby the Supplementary Conditions,is not guaranteed to be correct or complete. 2. Comply with Laws and Regulations regarding notification of utility owners prior to performing the Work,including necessary"call before you dig"notifications. 3. Contractor shall explore ahead of trenching and excavating Work and shall sufficiently uncover Underground Facilities that will ormay interfere with the Work to determine their location,to prevent damage to Underground Facilities,and to preventservice interruptionto structures and properties served by Underground Facilities. 4. If Contractor damages an Underground Facility,Contractor shall promptly restore the damaged Underground Facility in accordance with requirements of the owner of the damagedfacility andtheContract Documents. If the Contract Documents do not address repair orremedy of the damaged facility,restoreto notless than preconstruction condition. 5. Necessary changes in the location of the Work may be directed by Engineer to avoid Underground Facilities not shown or indicated on the Contract Documents. 6. If perm anent relocation of an existing Underground Fa cility is required and is not otherwise shown orindicatedin the Contract Documents,Contractor may be directed in writing to perform the required work. When such relocation Workresults in a change in the Contract Price,Contract Times,or both,the associated Contract modification procedures and payment for such Work shall be in accordance with the Contract Documents. B. Protection of Underground Facilities under Roads and Parking Areas: 1. Provide temporary,heavy-duty steel roadway plates to protect existing manholes, handholes,valve boxes,vaults,and other Underground Facilities near to,or visible at,the ground surface. 2. Avoid imparting heavy loads,especially transitory loading(such as heavy truck traffic), vibration forces,andimpactloads on Underground Facilities that are close to the ground surface and below-grade work areas. Provide temporary bridging or other appropriate protection wheretraffic must pass over Underground Facilities in close proximity to the ground surface. C. Temporary Support of Underground Facilities: 1. Where Contractor exposes orexcavates around orunderone ormoreexisting Underground Facilities,provide appropriate and adequate temporary supports for the associated Underground Facilities. 2. Do not a llow Underground Fa cilities exposedby Contractor's operations toremain exposed without temporary support necessary to properly protect the Underground Facility. Where joint of Underground Facility is exposedby excavation,provide temporary support for each exposed joint and other temporary support as necessary. 3. Design of Temporary Supports: a. Where necessary or where expressly required by the Contract Documents,retain services of professional engineer,in accordance with Section 01 71 23 -Field Engineering,to design the temporary supports. Such professional engineer shall be 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROTECTION OF THE WORKAND PROPERTY 017133-5 experienced with the type and size of subject Underground Facility,structural engineering,and geotechnical engineering sufficient for the foundations of the temporary supports. b. Temporary supports are not delegation of professional design responsibility unless expressly so indicated in the Contract Documents. c. Responsibilities of Contractor's professional engineer shall include,but are not necessarily limited to,the following: 1) Advising Contractor on investigations necessaryto obtain information for design of temporary supports. Reviewing and considering results of such investigations in the design of temporary supports. 2) Visiting the Site to make personal observations as needed. 3) Identify appropriate design criteria for temporary supports. 4) Preparing necessary calculations,design drawings,and design specifications (sealed and signed when required by Contract or Laws or Regulations), appropriately basedon theassociated soil conditions and subsurface conditions, consideringthe consequences of failure of the temporary supports and associated potential for damage or failure of the existing subject Underground Facility. 5) Design temporary supports with a safety factor of not less than 2.0. 6) Review and approve or take other appropriate action on submittals of shop drawings and product data for the temporary supports and related materials. 7) Make periodic visits to the Site during erection of the temporary supports and at appropriate intervals thereafter to inspect the temporary supports during performance of other,adjacent Work. 8) Issue to Contractor written recommendations for repairs and improvements necessary for the proper protection of the associated Underground Facility. 9) Submit to Contractor detailed,written recommendations for backfilling the excavation underneath andadjacent to the Underground Facility and for removing the temporary supports. d. Contractor shall comply with the professional engineer's design of the temporary supports. e. Owner may require and,in such event,Contractor shall submit,design documents,shop drawings,productdata,and reports by Contractor-hired professional engineer. Do not submit such documents to Engineer. When such documents are furnished to Owner, the Ownerhas no obligation to perform any review of such documents and Owner's possession ofsuchdocuments doesnot imparton Owner or Engineer any responsibility for or professional liability associated with design of such temporary supports and consequences of implementing such designs. Owner and Engineer are not obligated in any way to implement recommendations of Contractor's professional engineer. 3.6 PROTECTION OF EXISTING SURFACE STRUCTURES A. Surface Structures—General: 1. Surface structures are existing buildings,structures,and other facilities at or extending above ground surface,including their foundations and any extension belowground surface. Surface structures include,but are not limited to,buildings,tanks,walls,bridges,roads, dams,channels,opendrainage routes,exposed piping and utilities,poles,exposed wires and cabling,posts,signs,markers,curbs,walks,fencing,and other facilities visible at or above ground surface. 2. Protect surface structures as necessary andpromptly remedy damage and defects resulting or arising from Contractor's operations. Unless expressly shown or indicated otherwise in the Contract Documents,protect such items regardless ofwhether shown Orin dicated onthe Drawings or elsewhere in the Contract Documents. 3. Protection of Overhead Utilities: a. Protect visible,overhead utilities,including electrical power,communications,and piped utilities,and related supports,regardless of whether such items are shown or indicated in the Contract Documents. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROTECTION OF THE WORKAND PROPERTY 017133-6 b. When required by the Contract Documents or when acceptable to owner of such utility or facility,temporarily relocate overheadutilities or facilities as necessary perform the Work. c. Provide temporary barriers,barricades,and warning signs identifying overhead utilities within reach of Contractor's construction equipment,machinery,or operations. B. Temporary Removals of Surface Structures: 1. Existing surface facilities,includingbut not limited to guard rails,handrails,posts,guard cables,signs,poles,markers,curbs,andfencing,that are temporarily removed to facilitate the Work shallbe replaced and restored promptly after the associated Work is performed. 2. Replace and restore such items in accordance with the Contract Documents. If not addressedin the Contract Documents,replace and restore such items to preconstruction condition or better. 3. Remedy damage to all items temporarily removed and later replaced and restored. 4. All such temporary relocations,replacement,and restoration is at Contractor's cost. C. Protection of Surface Structures: 1. Sustain in their original location and protect from direct and indirect injury all surface structures located within or adjacent to the Site. Such sustaining and supporting shallbe done carefully and as requiredby the parry owning or controlling such structure or facility. 2. Before proceeding with the Work of sustaining and supporting such structure or facility, Contractor shall,upon Engineer's request,promptly satisfy Engineer that methods and procedures to be used havebeen approved byparty owning the surface structure or facility. 3. Regardless of approval or acceptance by owner of property,structure,or facility, responsibility for protecting the Work and property is solely Contractor's. 3.7 PROTECTION OF FLOORS,WALLS,AND ROOFS A. Protection of Floors,Walls,and Roofs—General: 1. Use proper protective covering when moving equipment,handling materials or other loads, when painting,handling mortar or grout,and when cleaning walls,ceilings,or structure contents. 2. Use metal pans to collect oil and cuttings from piping,conduits,and rod threading machines,and under metal cutting machines. 3. Maintain at the Site and use spill kits and absorbent pads for remedying spills. 4. Do not load concrete floors less than28 days afterconcrete placement without Engineer's written permission. 5. Do not load slabs,floors,walls,or roofs in excess of design loading. 6. Do not load roofs without Engineer's written permission. 7. Restrict access to roofs,andkeep Contractor's workers and personnel off existing roofs, except as necessary for the Work. 8. If accessto roofs is necessary,roofing,parapets,openings,andall other construction on or adjacent to roof shallbe protected with suitable plywood,barricades,or other appropriate means. 3.8 PROTECTION OF INSTALLED MATERIALS,EQUIPMENT,AND LANDSCAPING A. General: 1. Protect existing facilities and installed Work to prevent damage from subsequent operations. 2. Remove protective items when no longer needed,prior to Substantial Completion of the associated Work. 3. Where work will continue in adjacent area(s)after Substantial Completion of a portion of the Work,protect the substantially completed Work until all work in the area is complete. B. Controltraffic(foot traffic,wheeled items such as carts,vehicles,and other traffic)to prevent damage to equipment,materials,and surfaces. C. Coverings: 1. Provide temporary coverings to protect materials and equipment from damage. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROTECTION OF THE WORKAND PROPERTY 017133-7 2. Cover:projections,wall comers and j ambs,sills,and soffits of openings,in areas used for traffic and for passage of materials and equipment in subsequent work. 3. Fasten protective items withoutharmingthe Work.Use tape or adhesives that do not leave residue when removed. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROTECTION OF THE WORKAND PROPERTY 017133-8 SECTION 01 74 00 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for keeping the Site free of accumulations of waste materials during construction("progress cleaning"). 2. Cleaning for Substantial Completion and prior to final inspection(collectively,"closeout cleaning"). B. Scope: 1. Contractor shall perform cleaning during the Project,including progress cleaning, as condition precedent to Substantial Completion,upon completion of the Work,and as required by the General Conditions,as may be modifiedby the Supplementary Conditions, this Specifications section,and elsewhere in the Contract Documents. 2. Maintain in a cleanmanner the Site,the Work,and areas adjacent to or affected by the Work. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. National Fire Protection Association (NFPA): a. 241,Safeguarding Construction,Alteration,and Demolition Operations. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION 3.1 PROGRESS CLEANING A. Progress Cleaning—General: 1. Clean the Site,work areas,andotherareas occupied by Contractor not less than weekly. Dispose of waste materials in accordance with the General Conditions,as may be modified by the Supplementary Conditions,and the following: a. Comply with NFPA 241 for removing combustible waste materials and debris. b. Do not hold non-combustible materials at the Site more thanthree days if the ambient airtemperature is expectedto rise above 80 degrees F. When ambient air temperature is less than 80 degrees F,dispose ofnon-combustible materials within seven days of their generation. c. Provide suitable containers for storage of waste materials and debris. Avoid generation of odors and creation of nuisances. d. Containerize hazardous andunsanitary waste materials separately from other waste. Mark containers appropriately. B. Progress Cleaning—Site: 1. Keep outdoor,dust-generating areas wetted down or otherwise control dust emissions. 2. Not less than weekly,brush-sweep roadways and paved areas at the Site and adjacent areas used by construction vehicles or otherwise affected by construction activities. C. Progress Cleaning—Work Areas: 1. Clean areas where the Work is in progress to maintain an extent ofcleanliness necessary for proper execution of the Work and safety of personnel. 2. Remove liquid spills promptly. Where spills mayhave harmful effects on health,safety, protection offacilities,or the environment,immediately report spills to Owner,Engineer, 10398893 City offort Collins Cathodic Protection Renewal-90%Design CLEANING 0174 00-1 and authorities having jurisdiction,in accordance with the Contract Documents and Laws and Regulations. 3. Where dust would impair proper execution of or quality of the Work,broom-clean or vacuum entire work area,as necessary. 4. Concealed Spaces: Remove waste material and debris from concealed spaces before enclosing the space. D. Progress Cleaning—Installed Work: 1. Keep installed Work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of installed materials and equipment,using only cleaning agents and methods specifically recommended by material or equipment Supplier. 2. If Supplier does not recommend specific cleaning agents or methods,use cleaning agents and methods that are not hazardous to health and property and that will not damage or mar exposed surfaces. E. Progress Cleaning—Exposed Surfaces: 1. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration until Substantial Completion. F. Progress Cleaning—Cutting and Patching: 1. Clean areas and spaces where cutting and patching are performed. Completely remove paint,mortar,oils,putty,trailings and cuttings,and similar materials. 2. Thoroughly clean piping,ductwork,conduits,and similar features before applyingpatching material,paint,or other finishing materials. 3. Restore damaged insulation and coverings onpiping,cutwork,and similar items to its pre- construction condition. G. Waste Disposal: 1. Properly dispose ofwaste materials(including surplus materials,debris,rubbish,and other waste)off the Site. 2. Do not bum or bury waste materials at the Site. 3. Remove waste material and rubbish from excavations before backfilling. 4. Do not discharge volatile or hazardous substances,such as mineral spirits,oil,orpaint thinner,into storm sewers,gutters,sanitary sewers,or other location in the environment. Dispose of such materials in accordance with Laws and Regulations. 5. Do not discharge wastes to surface waters,drainage routes,or groundwater. 6. Contractor is solely responsible for complying with Laws and Regulations regarding storing,transporting,and disposing of waste generated by Contractor's operations or brought to the Site by Contractor. H. During handlingand installationof materials andequipment,clean and protect construction in progress and adjoining materials and equipment already in place. Apply protective covering where necessary or required for protection from damage or deterioration,until Substantial Completion. 1. Clean completed construction as frequently as necessary throughout the construction period. 3.2 CLOSEOUT CLEANING A. Complete the following prior to requesting inspection for Substantial Completion: 1. Clean andremove from the Site waste material(including rubbish and debris)and other foreign and undesirable items and substances. 2. Sweep broom-clean paved areas suitable for access by vehicles. 3. Remove spills andstains orpetroleum,oils,solvents,otherchemicals,andotherforeign and undesirable deposits. 4. Hose-clean sidewalks and loading areas. 5. Rake grounds that are neither planted nor paved to a smooth,even-textured surface. 6. Surfacewaterways anddrainage routes(includingstormsewers,gutters,and ditches)shall be open and clean. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CLEANING 017400-2 7. Repairpavement,roads,sod,and other areas affectedby construction operations andrestore to specified condition; if condition is not specified,restore to preconstruction condition. 8. Clean exposed exterior and interior hard-surfaced finishes to dirt-free condition,free of spatter,grease,stains,fingerprints,films,and similar foreign and undesirable substances. 9. Clean,wax,and polish wood,vinyl,and painted floors. 10. Remove waste material and surface dust from limited-access spaces,including roofs, plenums,shafts,trenchway,equipment vaults,manholes,and similar spaces. 11. In unoccupied spaces,sweep concrete floors broom-clean. 12. Clean transparent materials,including mirrors and glazing indoors and windows. Remove glazing compounds and other noticeable,vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials. 13. Remove non-permanent tags and labels. 14. Surface Finishes: a. Touch-up and otherwise repair and restore chipped,scratched,dented or otherwise marred surfaces to specified finish and match adjacent surfaces. b. Do not paint over"UL"or similar labels,including mechanical and electrical nameplates. 15. Wipe surfaces of mechanical and electrical equipment,and similar equipment. Remove excess lubrication,paint,and mortar droppings,and other foreign or undesirable substances. 16. Clean plumbing fixtures to sanitary condition,free of stains,including stains resulting from water exposure. 17. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers,registers,and grills. 18. Clean lighting fixtures,lamps,globes,and reflectors to function with full efficiency. Replace temporary lamps providedin permanent fixtures. Replace existing lighting fixture components that are burned out or noticeably dimmed from use during construction. Replace defective andnoisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. 19. Leave the Site clean,andin neat,orderly condition,satisfactory to Owner and Engineer. B. Complete the following prior to requesting final inspection: 1. After Substantial Completion of all the Work,following completion ofitems of incomplete or damaged Work("punch list Work"),clean"punch list Work areas in accordance with Paragraph 3.2.A of this Specifications Section. 2. Remove field offices,Contractor's storage sheds,and remaining stockpiles and clean all such areas in accordance with Paragraph 3.2.13 of this Specifications Section,and in accordance with Contract Documents for landscaping and restoration. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CLEANING 017400-3 SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Administrative and procedural requirements for: 1. Substantial Completion. 2. Final inspection. 3. Request for final payment and acceptance of the Work. 1.2 SUBSTANTIAL COMPLETION A. Substantial Completion—General: 1. Prior to requesting inspection for Substantial Completion,perform the following for the substantially completed Work: a. Materials and equipment for which Substantial Completion is requested shall be fully ready for their intended use,including full operating and monitoring capability in automatic,manual,and other operating modes set forth in the Contract Documents. b. Permanent provisions for safety and protection,shown and indicated in the Contract Documents and associated with the substantially completed Work or for personnel accessing andusing the substantially completed Work,shall be in place and ready for their intended use. c. Complete field quality control Work,including inspections and testing at the Site, indicated in Specifications sections for individual materia Is and equipment items and related Contract Documents. Submit results of,and obtain Engineer's acceptance of, field quality control tests and inspections required by the Contract Documents. d. Cleaningfor Substantial Completion shall be completed in accordance with Section 01 74 00-Cleaning. e. Spare parts,tools,and extra materials shall be delivered and accepted in accordance with the Contract Documents and documentation of Owner's acceptance thereof has been submitted to Engineer in acceptable form. f. Training of the facility's operations andmaintenance personnel shall be completed in accordance with the Contract Documents. g. Submit andobtain Engineer's acceptance of final operations and maintenance manuals h. Obtain and submit to Engineer all required permits,inspections,and approvals of authorities havingjurisdiction for the sub stantially completed Workto be occupiedand used by Owner. i. Complete other tasks that the Contract requires be completed prior to Substantial Completion. 2. Comply with requirements stated in Conditions of the Contract and in specifications for administrative procedures in closing out the Work. 1.3 FINAL INSPECTION A. Final Inspection—General: 1. Prior to requesting final inspection,verify that allthe Work is fully complete and ready for finalpayment. Partial checklist forthis purpose is attached to this Specifications section. 2. Procedures for requesting and documenting the final inspection are in the General Conditions,as maybe modifiedby the Supplementary Conditions,and as augmented in this Specifications section. 1.4 REQUEST FOR FINAL PAYMENT AND ACCEPTANCE OF THE WORK A. Procedure: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 01 7719-1 1. After successful completion of the final inspection,submit request for final payment in accordance with the Agreement and General Conditions,as may be modified by the Supplementary Conditions,and using procedure specified in this Specifications section. 2. Acceptance of the Work: a. Upon Engineer's concurrence that the Workis complete and ready for final payment (as a result of the finalinspection and other communications between the parties and Engineer)and receipt of the final Application for Payment,accompanied by other required Contract closeout documentation,all in accordance with the Contract Documents,Engineer will issueto Ownerand Contractor a notice of acceptability of the Work,in accordance with the General Conditions,as may be modified by the Supplementary Conditions. b. Receipt of Engineer's notice ofacceptability of the Work does not relieve Contractorof Contractor's continuing obligations under the Contract,including correction period obligations,warranty obligations,indemnification obligations,insurance requirements, and Contractor's otherobligations followingacceptance of the Work by Engineer and finalpayment. Such obligations shall commence and remain in effect as indicated elsewhere in the Contract Documents. B. Request for final payment shall include: 1. Documents required in the General Conditions,as maybe modified by the Supplementary Conditions. 2. List,on Contractor's letterhead,of all Change Proposals,Claims,and disputes that Contractor believes are unsettled. If there are no such Change Proposals,Claims,or disputes,so indicate in writing. 3. Evidence ofpayment and waiver of claims: As specified in the Construction Contract. 4. Final inspection reports by all regulatory agencies demonstrating the agencies'final approval. 5. At Contract close-out,deliver Record Documents to Engineer for the Owner. 6. Accompany submittal with transmittal letter in duplicate,containing: a. Date b. Project title and number c. Contractor's name and address d. Title and number of each Record Document e. Signature of Contractor or authorized representative PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION 3.1 ATTACHMENTS A. The documents listed below,following this Specification section's"End of Section"designation, are part of this Specifications section: 1. Sample letter for Contractor's use in requesting inspection for Substantial Completion(two pages). 2. Sample partial checklist to identify readiness for final inspection(four pages). 3. Sample letter for Contractor's use in requesting final inspection(one page). B. In the model language ofthe attached sample letters for Contractor to request inspection for Substantial Completion and the final inspection,italicized language in brackets,e.g.,"[insert date]"indicates instructions to the drafter of the letter and often indicates specific information to be inserted by Contractor;do not include bracketed,italicized text in the final version of the letter(s)prepared forthe Project. Non-italicized language in brackets is optional language;use the appropriate language to completethe actual letter for the Project and edit where required to suit the specific circumstances. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 01 7719-2 END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 01 77 19-3 SAMPLE LETTER FOR CONTRACTOR'S USE IN REQUESTING INSPECTION FOR SUBSTANTIAL COMPLETION SENT VIA E-MAIL AND U.S. CERTIFIED MAIL/RETURN RECEIPT REQUESTED [Date] [Name of Engineer's contact person] HDR [Street address] [City,state,postal code] Subject: [Project name,Contract designation] Request for Inspection for Substantial Completion Dear[addressee]: Inouropinion,[all of][or][a portion of]the Work under the above-referenced Contract is substantially complete as of[insert month,day,year on which Substantial Completion was achieved]. [The specific portion of the Work that we believe is substantially complete is[insert identification of that portion of the Work that is substantially complete].] Enclosed is ourlisting of uncompleted Workitems("punchlist"). In accordance with Paragraph 15.03.A of the General Conditions,we hereby request: (1)Thatthe Engineer schedule and perform the inspection for Substantial Completion as soon as possible,and(2)Issuance of the certificate of Substantial Completion. In accordance with Paragraph 15.03.1)of the General Conditions,upon Substantial Completion,we propose the following relative to apportionment of responsibilities between the Owner and the Contractor: 1. Security,Protection,Insurance: a. Site Security: [insert proposal;address whether Owner or Contractor will be responsible for security of the Site]. b. Protection ofthe Substantially Completed Work: [insert proposal; address whether Owner or Contractor will be responsible for protection]. c. Property Insurance: [insert proposal;typically Owner assumes responsibility for property insurance upon Substantial Completion] 2. Operation and Maintenance: a. Operation: [insert proposal; address whether Owner or Contractor will be responsible for operating the substantially completed Work]. b. Maintenance: [insert proposal; address whether Owner or Contractor will be responsible for maintaining the substantially completed Work]. 3. Utilities: [for each of the following,indicate whether Owner or Contractor will be responsible for utilities and services,or whether responsibility will be shared; if shared,indicate proposed cost- sharing] a. Electricity: [insert proposal]. b. Natural Gas/Fuel/Heating: [insert proposal]. c. Water Supply: [insert proposal]. d. Wastewater: [insert proposal]. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 01 7719-4 e. Communications(Telephone,Internet,Video): [insert proposal]. In accordance with Paragraph 15.08.A of the General Conditions,we understand that the Contract's correction period forthe Work coveredby thecertificate of Substantial Completion commences on the Substantial Completion date documentedin said certificate. [Drafter: Also see Paragraph 15.04 ("Partial Utilization")of the General Conditions and,where necessary,edit this paragraph ofthe letter accordingly.] Should you have questions or comments regarding this notice,please contact[the undersigned] [or][insert other contact person's name],at[insert telephone number and e-mail address]. Sincerely, [Contractor's company name] [Signatory name] [Signatory's title] Attachments: Preliminary list of uncompleted Work items("punch list"; [##]pages) Copies: [Owner's project manager] 10398893 City offort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 01 7719-5 SAMPLE PARTIAL CHECKLIST TO IDENTIFY READINESS FOR FINAL INSPECTION Project: r Contract: Contractor: �] In Not Not Item No./Descri tion Complete /Date Progress Started A plicable Target Date Responsible Entity/Person 1. All Submittals,including all Shop Drawings and Samples,approved ❑ ❑ ❑ ❑ or accepted b Engineer Remarks: 1. Final services completed by Suppliers,including submittal of "Manufacturer Field Service ❑ ❑ ❑ ❑ Report"in Section 01 6103 - Common Work Results for Equipment Remarks: 2. Final Work completed by ❑ ❑ ❑ ❑ Subcontractors Remarks: 3. Permits closed out and regulatory compliance transitioned from ❑ ❑ ❑ ❑ construction tooperations Remarks: 4. All outstanding change issues are addressed and all Change Proposals ❑ ❑ ❑ ❑ submitted Remarks: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 017719-6 In Not Not Item No./Description Completed/Date Progress Started Applicable Target Date Responsible Entity/Person 5. All Change Proposals and Claims ❑ ❑ ❑ ❑ are resolved Remarks: 6. All defective Work of which Contractor is aware has been ❑ ❑ ❑ ❑ corrected in accordance with the Contract Documents Remarks: 7. Issues related to Constituents o Concemand potential Hazardous ❑ ❑ ❑ ❑ Environmental Condition havebeen fully addressed Remarks: 8. All spare parts,tools,and extra materials have been furnished in accordance with the Contract ❑ ❑ ❑ ❑ Documents,and documentation thereof submitted to Engineer Remarks: 9. All final operations&maintenance manuals have been submitted and ❑ ❑ ❑ ❑ accepted by Engineer Remarks: 10. Manufacturer warranties and ❑ ❑ ❑ software license(s)furnished Remarks: 11. Instruction and training of ❑ ❑ ❑ ❑ operations and maintenance 10398893 City offort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 01 77 19-7 In Not Not Item No./Description Completed/Date Progress Started Applicable Target Date Responsible Entity/Person personnel is complete and records of training submitted Remarks: 12. MBE/WBE/DBE/VBEcompliance report(s)submitted(when ❑ ❑ ❑ ❑ applicable) Remarks: 13. All field engineering Submittals, ❑ El El El survey data,furnished Remarks: 14. All Work on"punch list"is complete in accordance with the ❑ ❑ ❑ ❑ Contract Documents Remarks: 5. AD record documents submitted to ❑ ❑ ❑ ❑ and accepted by En ' eer Remarks: 6. Contractor 1s fullydemobilized ❑ ❑ ❑ ❑ from the Site Remarks: 17. All Site restoration is complete Li Li Li Ll Remarks: 18. Final cleaning of all work areas is ❑ ❑ ❑ ❑ complete Remarks: 10398893 City offort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 01 77 19-8 In Not Not Item No./Description Completed/Date Progress Started Applicable Target Date Responsible Entity/Person 19. Releases of Liens and waivers of Lien rights(or acceptable ❑ ❑ ❑ ❑ alternative)obtained from Subcontractors and Suppliers Remarks: 20. Evidence of Contractor liability insurance furnished for correction ❑ ❑ ❑ ❑ period Remarks: 21. All otherrequired Contract closeout ❑ ❑ ❑ ❑ documents obtained Remarks: Remarks: 22. All other Work and documentation required prior to final payment is complete and provided in ❑ ❑ ❑ ❑ accordance with the Contract Documents Remarks: 10398893 City offort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 01 77 19-9 SAMPLE LETTER FOR CONTRACTOR'S USE IN REQUESTING FINAL INSPECTION SENT VIA E-MAIL AND U.S. CERTIFIED MAWRETURN RECEIPT REQUESTED [Date] [Name of Engineer's contact person] HDR [Street address] [City,state,postal code] Subject: [Project name,Contract designation] Request for Final Inspection Dear[addressee]: The Work underthe above-referenced Contract is complete and ready for final payment as of[insert month, day,yearon which finalcompletion was achieved]. In accordance with Paragraph 15.05 of the General Conditions,we hereby request that the Engineer schedule and perform the final inspection as soon as possible. Upon successful completion of the final inspection,we will submit our final Application for Payment accompaniedby the required Contract closeout documentation in accordance with the Contract Documents. Should you have questions or comments regarding this notice,please contact[the undersigned] [or] [insert other contact person's name],at[insert telephone number and e-mail address]. Sincerely, [Contractor's company name] [Signatory name] [Signatory's title] Attachments: None Copies: [Owner's project manager] 10398893 City offort Collins Cathodic Protection Renewal-90%Design CLOSEOUT REQUIREMENTS 01 77 19-10 SECTION 01 78 36 WARRANTIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements for warranties required in the various Specifications. 2. Provisions addressing: a. Suppliers'standard warranties. b. Suppliers' special or extended warranties. c. Implied warranties. d. Commencement and duration of warranties. 1.2 SUBMITTALS A. General: 1. For each item of equipment furnished under the Contract,submit Supplier's standard warranty,regardless of whether such warranty or Submittal thereof is required by the associated Specifications forthat item. Submit such warranties for materials where such Submittal is required in the Specifications for the material. 2. For each item ofmaterialor equipment where Supplier's special(or extended)warranty is required by the Contract Documents,submit appropriate specialwarranty that complies with the Contract Documents. 3. Supplier's warranties shallbe specifically endorsed to Owner,Contractor,and the entity purchasing the item(if other than Contractor)by the entity issuing such warranty. 4. Submit Suppliers'standard warranties and specialwarranties as Submittals in accordance with the Schedule of Submittals accepted by Engineer. 1.3 CONTRACTOR'S GENERAL WARRANTY AND CORRECTION PERIOD OBLIGATIONS A. Contractor's General Warranty and Guarantee: Comply with requirements of the General Conditions,as may be modified by the Supplementary Conditions. B. Contractor's Warranty ofTitle: Comply with requirements ofthe General Conditions,as maybe modified by the Supplementary Conditions. C. Correction Period: Comply with requirements of the General Conditions,as maybe modified by the Supplementary Conditions. 1.4 SUPPLIERS'WARRANTIES FOR MATERIALS AND EQUIPMENT A. Warranty Types: 1. Required by the General Conditions: a. Warranties specified for materials and equipment shall be in addition to,and run concurrent with,Contractor's general warranty and guarantee andrequirements for the Contract's correction period. b. Disclaimers andlimitations in specific materials and equipment warranties do not limit Contractor's general warranty and guarantee,nor does such affect or limit Contractor's performance obligations under the correction period. 2. Material or equipment manufacturer's standard warranty is pre-printed,written warranty published byitem's manufacturerand specifically endorsed bymanufacturer to the entities indicated in this Specifications Section's Article 1.2. 3. Special warranty is written warranty that either extends the duration of material or equipment manufacturer's standard warranty or provides other,increased rights to Owner and other beneficiaries(if any)of such warranty. Where the Contract Documents indicate 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design WARRANTIES 017836-1 specific requirements forwarranties that differ from the manufacturer's standard warranty for that item,special warranty is implied. B. Requirements for Special Warranties: 1. Submit written special warranty document that contains appropriate provisions and identification,ready for signatureby material or equipment manufacturer,Owner,and other beneficiaries indicated in Article 1.2 of this Specifications Section. Submit draft warranty with Submittals required prior to fabrication and shipment of the item from the Supplier's facility. 2. Manufacturer's Standard Form: Modified to include Project-specific information and properly signed by product manufacturer and other entities as appropriate. 3. Specified Form: When specified forms for special warranties are included in the Contract Documents,prepare written document,properly signed by item manufacturer,Owner,and other beneficiaries indicated in Article 1.2 of this Specifications Section,using the required form. 4. Referto the Specifications forcontent and requirements for submitting special warranties. 1.5 IMPLIED WARRANTIES A. Warranty of Title and Intellectual Property Rights: 1. Except as maybe otherwise indicated in the Contract Documents,implied warranty of title required by Laws and Regulations is applicable to the Workand tomaterials and equipment incorporated therein. 2. Provisions on intellectual property rights,including patent fees and royalties,are in the General Conditions,as may be modified by the Supplementary Conditions. B. Warranty of Merchantability: 1. Notwithstanding any other provision ofthe Contract to the contrary,implied warranties of merchantability requiredby Laws and Regulations apply to the materials and equipment incorporated into the Work. C. Warranty of Fitness-for-Purpose: 1. Implied warranty offitness-for-useformaterials andequipmentto be incorporated into the Work,as indicated in Laws and Regulations,remains in full force and effect. 2. When Supplier's aware of,orhas reason tobe awareof,specified materials or features of the Work that are contrary to theintendeduse,purpose,service,application,orenvironment in which the materialor item will be used,submit request for interpretation in accordance with the contract documents. Where appropriate,such request for interpretation shall indicate the apparent discrepancy and propose appropriate,alternative materials or equipment. 1.6 COMMENCEMENT AND DURATION OF WARRANTIES A. Commencement of Warranties: 1. Contract correction period and Contractor's general warranty commence as indicated in the General Conditions,as may be modified by the Supplementary Conditions. 2. Suppliers'standard warranties and special warranties commence running on the date that the associated item is certified by Engineeras substantially complete in accordancewith the Contract Documents. In no event shall special warranties commence running prior to Engineer's review and acceptance of special warranty Submittal for the item. 3. Implied warranties commence in accordance with Laws and Regulations. B. Duration of Warranties: 1. Duration ofcorrectionperiodis set forth in the General Conditions,as may be modified by the Supplementary Conditions. 2. Duration ofContractor's general warranty and guarantee is in accordance with Laws and Regulations. 3. Duration of Suppliers'standard warranties is in accordance with the applicable standard warranty document accepted for the Project by Engineer. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design WARRANTIES 017836-2 4. Duration of required Suppliers'special warranties shall be in accordance with the requirements of the Contract Documents for the subject item. 5. Duration of implied warranties shall be in accordance with Laws and Regulations. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design WARRANTIES 017836-3 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for Project record documents,to supplement record documents requirements of the General Conditions,as may be modified by the Supplementary Conditions. B. Scope: 1. Contractor shall provide all labor,materiaIs,equipment,and services to establish,maintain, continuously update,and submit to Engineer Proj ectrecord documents in accordance with the Contract Documents. C. Related Sections include but are not necessarily limited to: 1. Section 0129 73 -Schedule of Values. 2. Section 01 31 26-Electronic Communication Protocols. 3. Section 01 7123 Field Engineering. 1.2 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Obtain necessary field measurements and record all data required for Project record documents before covering up the Work or building on subsequent phases of the Work. 2. Promptly after obtaining measurements and information,record the data and information on Project record documents. 3. Where a licensed,registered professional land surveyoris retained on the Project,whether by Contractor or others,to perform field measurements and record other data for as- constructed Projector Site conditions,coordinate with suchentity and schedule and perfonn the Work accordingly. Allow surveyor sufficient time and proper conditions for performing surveyor's work. Assist the surveyor as necessary in performance of surveyor's responsibilities. B. Monthly Status Evaluation: 1. Not less than once per month,as a condition precedent to submitting Application for Payment,Contractor's site superintendent will meet with either Engineer or Resident Project Representative(RPR)at the Site to review status of Contractor's Project record documents. 2. When Engineer orRPR directs corrections to Project record documents,promptly make such corrections on the Project record documents. Engineer's or RPR's directions or lack thereof do not in any way relieve or mitigate Contractor's sole responsibility for the accuracy,completeness,and clarity of Project record documents. 1.3 QUALITY ASSURANCE A. Qualifications: 1. Comply with Section 01 7123 -Field Engineering,regarding personnel and equipment necessary to measure and record field conditions. 1.4 SUBMITTALS A. Closeout Submittals: Submit the following: 1. Record Documentation: a. Prior to readiness for final payment,submit to Engineer one copy of Project's final record documents and obtain Engineer's acceptance of same. Submit complete record documents; do not make partial Submittals without Engineer's concurrence. b. Submit the following Project record documents: 10398893 City offort Collins Cathodic Protection Renewal-90%Design PROJECT RECORD DOCUWNTS 01 7839-1 1) Record Drawing markups,including those issued via Addenda,Change Orders, Work Change Directives,Field Orders,and allowance authorizations. 2) Record project manual markups,including Specifications,indicating changes made via Addenda,Change Orders,Work Change Directives,Field Orders,and allowance authorizations. c. Submit record documents with transmittal letter on Contractor's letterhead in accordance with requirements in Section 01 33 00 -Submittal Procedures. 2. Certifications: a. Record documents Submittal shall include certification,with original signature of official authorizedto sign legally-binding contracts onbehalf of Contractor,reading as follows: 1) (Contractor's lega Ucontractual entity name)has maintained,continuously updated, and submitted Project record documentation in accordance with the General Conditions and Supplementary Conditions,Section 01 78 39 -Project Record Documents,and other elements of Contract Documents,for the [Owner's organization'sname],[Municipality andstateof the Site], [Site name and Project name]. We certify that each record document submitted is complete,accurate,and legible relative to the Work performed under our Contract,and that the record documents comply with the requirements of the Contract Documents. By: [ ](signature) Print Name: Title: [ 1.5 MAINTENANCE OF RECORD DOCUMENTS A. Maintain in Contractor's field office,in clean,dry,legible condition,complete sets of the following record documents: 1. Drawings,Specifications,and Addenda; 2. Shop Drawings,Samples,andother Submittals,including records of test results,approved or accepted as applicable,by Engineer; 3. Change Orders,Work Change Directives,Field Orders,allowance authorizations; 4. copies of all interpretations and clarifications issued; 5. photographic documentation; 6. survey data; and 7. all other documents pertinent to the Work. B. Provide files and racks forproper storage and easy access to Project record documents. File record documents in accordance withtheedition of the Construction Specification Institute's MasterFormat used for organizing the project manual,unless otherwise accepted by Engineer or RPR. C. Promptly make Project record documents available for observation and review upon request of Engineer,RPR,or Owner. D. Do not use Project record documents foranypurpose other than serving as Project record. Do not remove Project record documents from Contractor's field office without Engineer's approval. 1.6 RECORDING INFORMATION ON PROJECT RECORD DOCUMENTS A. Recording Changes,Field Conditions,and Other Information—General: 1. At the start of the Project,label each record document to be submitted as,"PROJECT RECORD"using legible,printed letters. Letters on record copy of the Drawings shall be two inches high. 2. Keep record documents current consistentwith the progress ofthe Work. Make entries on record documents within two working days of receipt of information required to record the change,field condition,or other pertinent information. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROJECT RECORD DOCUMENTS 017839-2 3. Do not permanently conceal the Work until required information has been recorded for Project record documents. 4. Accuracy of record documents shall be such that future searches for items shown on the record documents mayrely reasonably on information obtained from Engineer-accepted Project record documents. 5. Marking of Entries: a. Use erasable,colored pencils(not ink or indelible pencil)for marking changes, revisions,additions,and deletions to Project record documents. b. Clearly describe the change by graphic line and make notations as required. Use straight-edge to mark straight lines. Writing shall be legible and sufficiently dark to allow scanning of record documents into legible electronic files in"portable document format'(.PDF)files. c. Date each entry on record documents. d. Indicate changes by drawing a "cloud"around the change(s)indicated. e. Mark initialrevisions in red. In the event of overlapping changes,use different colors for subsequent changes. B. Drawings: 1. Record changes on copy ofthe Drawings. Submittal of Contractor-originated or-produced drawings as a substitute forrecording changes on a copy of the Drawings is unacceptable. 2. Record changes onplans,sections,elevations,schematics,schedules,and details as required forclarity,accuracy,and completeness,making reference dimensions and elevations(to Project datum)for complete record documentation. 3. Record actual construction including: a. Depths of various elements of foundation relative to Project datum. b. Horizontaland vertical location of Underground Facilities referenced to permanent surface improvements and Project elevation datum. For each Underground Facility, including pipe fittings,show and indicate dimensions to not less than two permanent, visible surface improvements. c. Location ofexposed utilities and appurtenances concealed in construction,referenced to visible and accessible features of structure and,where applicable,to Project elevation datum. d. Changes in structural and architectural elements of the Work,including changes in reinforcing. e. Field changes of dimensions,arrangements,and details. f. Changes made in accordance with Addenda,Change Orders,Work Change Directives, Field Orders,and allowance authorizations. g. Changes in details on the Drawings. Submit additional details prepared by Contractor when required to document such changes. 4. Recording Changes for Schematic Layouts: a. In some cases on the Drawings,arrangements of conduits,circuits,piping,ducts,and similar items are shown schematically and are not intended to portray physical layout. For such cases,the final physical arrangement shall be determined by Contractor subject to acceptance by Engineer. b. Record on theProject record documents all revisions to schematics on the Drawings, including: piping schematics,ducting schematics,process and instrumentation diagrams,controland circuitry diagrams,electrical one-line diagrams,motor control center layouts,and other schematics when included in the Drawings. Show and indicate actual locations ofequipment,lighting fixtures,in-place grounding system,and other pertinent data. c. When dimensioned plans and dimensioned sections orelevations on theDrawings show the Work schematically,indicate on the Project record documents,by dimensions accurate to within one inch in the field,centerline location of items of Work such as conduit,piping,ducts,and similar items 1) Clearly identify each item of the Work by accurate notations such as"cast iron drain","rigid electrical conduit',"copper waterline",and similar descriptions. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROJECT RECORD DOCUMENTS 017839-3 2) Showby symbol or by note the vertical location of each item of the Work;for example,"embedded in slab","under slab","in ceiling plenum","exposed",and similar designations. For piping not embedded,also indicate elevation dimension relative to Project elevation datum. 3) Descriptions shall be sufficiently detailed to be related to the Specifications. d. Engineer may furnish written waiver of requirements relative to schematic layouts shown on plans,sections,and elevations when,in Engineer's judgment,dimensioned layouts of Work shown schematically will serve no useful purpose. Do not rely on such waiver(s)being issued. 5. Supplemental Drawings: a. In some cases,drawings produced during construction by Engineer or Contractor supplement the Drawings and shall be included with Project record documents submitted by Contractor. Supplemental record drawings shall include drawings or sketches thatare part of Change Orders,Work Change Directives,Field Orders,and allowance authorizations andthat cannotbe incorporated into theDrawings because of space limitations. b. Supplemental drawings submitted with record drawings shall be integrated with the Drawings and include necessary cross-references between drawings. Supplemental record drawings shall be on sheets the same size as the Drawings. c. When supplemental drawings developed by Contractor using computer-aided drafting/design(CAD),building information models(BIM),or civil information models(CIM)software are to be included in record drawings,submit electronic files forsuch drawings as part ofrecord drawing Submittal. Submit electronic files to the Project Website labeled,"Supplemental Record Drawings",including Contractor's name,Project name,and Contract designation. C. Specifications and Addenda: 1. Mark each Specifications section to record: a. Manufacturer,trade name,catalog number,and Supplier of each material and equipment item actually furnished. b. Changes made by Addendum,Change Orders,Work Change Directives,Field Orders, and allowance authorizations. 1.7 ELECTRONIC DOCUMENTS FURNISHED BY ENGINEER A. CAD,BIM,or CIM files of the Drawings will be furnished by Engineer upon the following conditions: 1. Contractor shall submit to Engineer a letter on Contractor letterhead requesting CAD,BIM, or CIM files of the Drawings and indicating specific definition(s)or description(s)of how such Electronic Documents willbe used by Contractor,and specific description of benefits to Owner(including credit proposal,if applicable)if the request is granted. 2. Engineer does not guarantee that Electronic Documents are available in the format(s) requested by Contractor. Some projects may have Drawings developed using only CAD software instead ofBIM orCIM software. Engineer will not create BIM or CIM files for Contractor if such files do not already exist. 3. Contractor shall sign Engineer's standard agreement with Contractor for release of Electronic Documents and shallabide by the provisions of such agreement for release of Electronic Documents. 4. Layering system incorporated in CAD,BIM,and CIM files shall be maintained as transmittedby Engineer. CADD,BIM,and CIM files transmitted by Engineer containing cross-referenced files shallnot be boundby Contractor. Drawing cross-references andpaths shallbe maintained. If Contractor alters layers or cross-reference files,Contractor shall restore all layers and cross-references prior to submitting Project record documents to Engineer. 5. Contractor shall submit Project record drawings to Engineer in same CAD,BIM,or CIM format that files were furnished to Contractor. B. Microsoft Word files of Specifications: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROJECT RECORD DOCUMENTS 0178 39-4 1. Requirements for Engineer's potential release of word processing files of the Specifications or other written documents in native format are the same as those for Drawings. 2. When Specifications are released in native format,Contractor shall submit record specifications in the same format,with all changes tracked using Microsoft Word's"track changes"feature. 3. Do not modify the formatting of the native files furnished by Engineer. If formatting changes are made without Engineer's authorization,remedy the formatting to the same condition and status as when the files were first delivered to Contractor. Such remedy shall be at Contractor's expense. 4. Complywith allrequirements ofthis Specifications section regarding record specifications. 5. Afterdelivery of record specifications Submittalto Engineer,delete from Contractor's files the native word processing files. Contractor may retain a PDF version of such files for Contractor's records. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION - (NOT USED) END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design PROJECT RECORD DOCUMENTS 017839-5 F)� DIVISION 03 CONCRETE SECTION 03 00 05 CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Cast-in-place concrete and grout,including: a. Concrete materials and mixes. b. Reinforcing. c. Forming. d. Jointing. e. Concrete placing and curing. f. Concrete finishing. g. Field quality control. 2. Schedules of concrete Work for Project-specific concrete areas. B. Related Requirements: Include,but are not necessarily limited to: 1. Section 03 35 00 -Concrete Finishing and Repair of Surface Defects. 1.2 REFERENCES A. Abbreviations and Terminology: 1. Abbreviations indicated below are used elsewhere in this Section: a. "AAR"means"alkali-aggregate reaction",which is deleterious to concrete,and results from eitheralkali-silica reactive(ASR)oralkali-carbonate reactive(ACR)aggregates. 2. "Place"and"placing",when used in conjunction with the word,"concrete",mean installing concrete. 3. Terminology used in this Section is consistent with ACI CT-13,unless otherwise indicated in this Section. 4. Terminology indicated below are not defined terms andare not indicated with initial capital letters,but when used in this section have the meaning indicated below: a. "Concrete fill"means non-structural concrete. b. "Exposed concrete"means concrete exposed to view after construction is complete. c. "Lean concrete"means concrete with low cement content. d. "Nonexposed concrete"means concrete not exposed to view after Substantial Completion. e. "Specified strength"means required compressive strength 28 days after concrete placing. B. Reference Standards: Standards referenced in this section include,but are not necessarily limited to,the following: 1. American Concrete Institute(ACI): a. 117,Specification for Tolerances for Concrete Construction and Materials. b. 211.1,Selecting Proportions forNormal-Density and High-Density Concrete—Guide. c. 212.3R,Report on Chemical Admixtures for Concrete. d. 301,Specifications for Concrete Construction. e. 304R,Guide for Measuring,Mixing,Transporting,and Placing Concrete. f. 304.2R,Guide to Placing Concrete by Pumping Methods. g. 305.1,Specification for Hot Weather Concreting. h. 306.1,Specification for Cold Weather Concreting. i. 318,Building Code Requirements for Structural Concrete. j. 347,Guide to Formwork for Concrete. k. CT-13,Concrete Terminology. 2. ASTM International(ASTM): a. A82,Standard Specification for Steel Wire,Plain,for Concrete Reinforcement. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 00 05-1 b. A615,Standard Specification forDeformedandPla in Carbon-Steel Bars for Concrete Reinforcement. c. Al064,Standard Specification for Carbon-Steel Wire and Welded Wire Replacement, Plain and Deformed,for Concrete. d. C31,Standard Practice for Making and Curing Concrete Test Specimens in the Field. e. C33,Standard Specification for Concrete Aggregates. f. C39,Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. g. C94/C94M,Standard Specification for Ready-Mixed Concrete. h. C138,Standard Method of Test for Density(Unit Weight),Yield,and Air Content (Gravimetric)of Concrete. i. C143,Standard Test Method for Slump of Hydraulic Cement Concrete. j. C150,Standard Specification for Portland Cement. k. C 172,Standard Practice for Sampling Freshly Mixed Concrete. 1. C 173,Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method. m. C231,Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. n. C260,Standard Specification for Air-Entraining Admixtures for Concrete. o. C309,Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete. p. C494,Standard Specification for Chemical Admixtures for Concrete. q. C618,Standard Specification for Coal Fly Ash and RaworCalcined Natural Pozzolan for Use in Concrete. r. C1293,Standard Test Method for Determination ofLengthChange of Concrete Due to Alkali-Silica Reaction. s. C 1315,Standard Specification for Liquid Membrane-Forming Compounds Having Special Properties for Curing and Sealing Concrete. t. C 1602,Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete. u. C1778,StandardGuideforReducingRiskof Deleterious Alkali-Aggregate Reaction in Concrete. v. D882,Standard Test Method for Tensile Properties of Thin Plastic Sheeting. w. D994,Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type). x. D1056,Standard Specification for Flexible CellularMaterials—Sponge or Expanded Rubber. y. D1709,Standard Test Methods for Impact Resistance of Plastic Film by the Free- Falling Dart Method. z. D1751,Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction(Nonextruding and Resilient Asphalt Types). aa. E96,Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials. bb. E329,Standard Specification for Agencies Engaged in Construction Inspection, Testing,or Special Inspection. 3. United States Army Corps of Engineers(USACE): a. s. b. CRD-C621,Specifications for Non-Shrink Grout). 4. National Ready Mixed Concrete Association(NRMCA). a. Checklist for Certification of Ready Muted Concrete Production Facilities. 5. National Sanitation Foundation(NSF): a. 61,Drinking Water System Components -Health Effects. 1.3 QUALITY ASSURANCE A. Qualifications: 1. Concrete Supplier: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 0005-2 a. Ready-mix concrete batch plant shall be certified by NRMCA. b. Ready mix plant shall comply with NRMCA Checklist for Certification of Ready Mixed Concrete Production Facilities. 2. Concrete Testing Laboratory: a. Contractor shall retain the services of and pay concrete testing laboratory. b. Concrete testing laboratory shall comply with ASTM E329. Upon Engineer's request, furnish testing laboratory qualifications as Submittal. c. Concrete testing laboratory responsibilities include the following: 1) Testing proposed materials and mixes for compliance with the Contract Documents,including testing revised materia Is andmixes in the event of changes. 2) Additional testing and inspection required because of changes in materials or proportions requested by Contractor. 3) Perform testing of concrete placed during construction. 1.4 SUBMITTALS A. Action Submittals: Submit the following: 1. Shop Drawings: a. Schedule(table)of concrete materials proposed,listed by each specified grouping of concrete Work,including,but not limited to,aggregates,sand,cement(by type), pozzolan,admixtures,synthetic fibers,grouts,and other materials. For each separate material and product,indicate manufacturer and type of material. b. Mix Designs: 1) Proposed mix design for each concrete grouping required. For each,indicate concrete designation(type)indicated in the Contract Documents,proposed materials and proportioning,and intended special uses,such as concrete intended forplacementin cold weather or warm weather,concrete to be placed by pumping, concrete intended for specific locations in the Work,and others. 2) Engineer's approval of mix design Shop Drawing is only for limited purposes indicatedin the Contract Documents,includingthe General Conditions,and in no way reduces or mitigates Contractor's responsibility for construction means, methods,techniques,procedures,and sequences. c. Scaled(minimum 1/8 inch per foot)drawings showing proposed locations of constructionjoints,control joints,expansion joints(as applicable)and joint profile dimensions for each joint type. 2. Product Data: a. Written affidavit stating materials proposed comply with requirements of reference standards indicated in this Section. b. Mill certificates for reinforcing steel. c. For aggregate andsand,indicate source(quarry)andgradation of materials proposed for use.Indicate the specific concrete mix design(s)proposed for each. d. Forcement andpozzolan,indicate materialsource and submit manufacturer's technical data (except safety data sheets). e. For each proposed admixture andtype of groutmaterial(including non-shrink grouts, epoxy grout,andgrout cure/seal compound),submit manufacturer's published technical data (except safety data sheets). f. Manufacturers,product name,and types of materials for the following: 1) Joint fillers. 2) Curing agents. 3) Chemical sealers. 4) Bonding and patching mortar. 5) Construction joint bonding adhesive. 6) Prefabricated waterstops. 7) Macro synthetic fibers. B. Informational Submittals: Submit the following: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 0005-3 1. Certifications:Submit concurrentwith,but separate from,associated Shop Drawings and product data Submittals: a. pozzolan: Certification that pozzolan complies with quality requirements of this Section,and pozzolan Supplier's certifiedtest reports ofpozzolan deliveredto concrete Supplier. b. ASTM C3 3: Certification that class of coarse aggregate complies with ASTM C3 3 for type and location of concrete Work. c. Aggregate: 1) Certification of aggregate gradation. 2) Certification of coarse aggregate impurities relative to alkali-aggregate reactivity in accordance with ASTM C1778. 2. Test Reports: a. Cement and pozzolan mill certificates for all materials to be supplied. b. Test results for AAR impurities of coarse aggregates within proposed mixes,in accordance with ASTM standards cited in this Section. 3. Supplier's Instructions: Submit concurrent with,but separate from,associated product data Submittals: a. Manufacturer's written instructions on proper storage,handling,mixing,and use of materials furnished. 4. Delivery Tickets: a. Copies of concrete delivery tickets. 5. Qualifications Statements: a. Ready-mix plant certification,in accordance with this Section's"Quality Assurance" Article. 1.5 DELIVERY,STORAGE,AND HANDLING A. Concrete Delivery: 1. Concrete Delivery Tickets: a. Prepare delivery ticket for each load of ready mixed concrete. b. Truck operator shall hand ticket to Contractor at time of delivery. c. Ticket shall indicate: 1) Mix identification. 2) Quantity delivered. 3) Quantity of material in each batch. 4) Outdoor temperature in the shade at location of concrete placement. 5) Time at which cement was added. 6) Time of delivery. 7) Time of discharge. 8) Quantity ofwaterthat may be added at the Site without exceeding the required water-cement ratio. 9) Quantity of water,if any,added at the Site. 2. Reinforcing Steel: a. Delivery reinforcing materials to Site with attached plastic or metal tags indicating permanent mark numbers. b. Mark numbers shallmatch mark number on Shop Drawings approved by Engineer. B. Storage and Handling: 1. Admixtures: a. Store admixtures in manner that avoids contamination,evaporation,and damage. b. Foradmixtures usedin form of suspensions ornon-stable solutions,perform agitating as recommended by manufacturer to ensure uniform distribution of ingredients. c. Protect liquid admixtures from freezing andtempemture changes that adversely affect admixture characteristics and performance. 2. Cement and Pozzolan: a. Store in moisture proof,weathertight enclosures. b. Do not use if caked or lumpy. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 0005-4 3. Aggregates: a. Store and access aggregates in manner avoiding excessive segregation and preventing contamination with other materials and other sizes of like aggregate. b. Do not use frozen or partially frozen aggregate. 4. Sand: Allow natural sandto drain until sand hasrelatively uniform moisture content,prior to use. 5. If stockpiled materials contactthe ground,unless such materials are stored ona clean,firm, reasonably impervious surface such as concrete or a sphalt paving,do not use in the concrete Work bottom six inches of stockpiled materials. 6. Reinforcing steel: Support and store all rebars above ground. PART 2 - PRODUCTS 2.1 MATERIALS A. Cement: 1. Comply with ASTM C 150 Type I/Il. B. Fly Ash: 1. Provide in accordance with ASTM C618,Class Class C. 2. Nonstaining. 3. Hardened concrete containing fly ash shall be uniform,light gray color. 4. Compatible with other concrete ingredients. Fly ash shall have no deleterious effect on hardened concrete Work. 5. Obtain proposedfly ashfroma source approvedby the State Highway Department in the state where the Project is located for use in concrete for bridges. 6. Evaluate and use in accordance with ACI 232.2R. C. Admixtures: 1. Air entraining admixtures: Comply with ASTM C260. 2. Water reducing,retarding,and accelerating admixtures: a. Comply with ASTM C494 Type A through E. b. Comply with ACI 212.3R. c. Do notuse retarding or accelerating admixtures unless specifically approved in writing by Engineer. d. Comply with manufacturer's written instructions. e. Provide only chloride free admixtures only. 3. Calcium chloride is unacceptable. 4. Pozzolanic admixtures: Comply with ASTM C618. 5. Provide admixtures of same type,manufacturer,and quantity as used in establishing required concrete proportions in mix design. D. Water: 1. Potable in accordance with Laws and Regulations. 2. Clean and free from deleterious substances. 3. Free of oils,acids,and organic matter. Comply with ASTM C1602. E. Aggregates: 1. Normalweight concrete:Comply with ASTM C33/ASTMC33M,exceptas modified in this provision. 2. Fine aggregate: a. Clean,natural sand. b. Manufactured or artificial sand is unacceptable. 3. Coarse aggregate: a. Crushed stone,natural gravel,or other inert granular material. b. Content of clay or shale particles shall not exceed: one percent. 4. Gradation of coarse aggregate: a. Lean concrete and concrete topping: Size#7. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 0005-5 b. Other concrete: Size#57 or#67. 5. Alkali-Reactive Aggregates: a. Aggregates that maybe deleteriously reactive,when combined with alkalis in cement, are unacceptable. b. Evaluate proposed aggregates for potential deleterious alkali-aggregate reaction in concrete in accordance with ASTM C1778 F. Concrete Grout: 1. Non-shrink,non-metallic grout: a. Products andManufacturers: Subject to compliance with the Contract Documents, provide required quantity of one of the following: 1) Sika,SikaGrout 212. 2) Euclid Chemical,NS Grout. 3) Five Star,Grout 4) Or equal. b. Non-metallic,noncorrosive,nonstaining,premixed,requiring only water as an additive. c. Grout shall produce positive,controlled expansion. d. Gas liberation shall not result in mass expansion. e. Minimum compressive strength at 28 days: 6,500 psi. f. Comply with USACE CRD-C621. G. Reinforcing Steel: 1. Reinforcing bars: Comply with ASTM A615,Grade 60. 2. Welded wire reinforcing: a. Comply with ASTM A1064. b. Minimum yield strength: 60,000 psi. 3. Column spirals: comply with ASTM A82 or ASTM Al064. H. Forms: 1. Prefabricated or fabricated for the Work. 2. Wood forms: a. 5/8-inch or 3/4-inch,five-ply,structural plywood,concrete form grade. b. Built-in-place or prefabricated type panel. 3. Metal forms: a. Metal forms maybe used,except that aluminum in contact with concrete is unacceptable. b. Forms shallbe tight to prevent concrete leakage,free of rust,straight,without dents, with members of uniform thickness. 4. Chamfer strips: Clear,white pine surface used against planed concrete surfaces. 5. Form Ties: a. Commercially fabricated foruse in form construction. 1) Field fabricated ties are unacceptable. b. Provide for removal of end fasteners without spalling of concrete surfaces. c. Cones not less than 3/4-inch and not greater than one-inch diameter on each end. d. Embedded portion ofties shallbe not less than 1.5 inches from concrete surface after removal of ends. e. Cone size: 1) Not less than0.75-inch and not more than 2.5 inches diameter cones on each end. 2) Depth of cone shall not exceed concrete reinforcing cover. 6. Form release: a. Products and Manufacturers: Subject to compliance with the Contract Documents, provide required quantity of one of the following: 1) Richmond"Rich Cote." 2) Industrial Lubricants"Nox-Crete Form Coating." 3) Or equal. b. Nonstaining and shall not prevent bonding of future finishes to concrete surface. c. Nontoxic 30 days after application. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 0005-6 I. Membrane Curing Compound: 1. Comply with ASTM C309,Type 1D,Class A orB. 2. Fugitive dye shall dissipate overtime and exposure. 3. Curing compound shall not prevent bonding of subsequently applied coverings,coatings,or finishes. J. Expansion Joint Filler: 1. Manufacturers: Subject to compliance with the Contract Documents,provide required quantities of one of the following: a. Permaglaze Co. b. Rubatex Corp. c. Williams Products. d. Or equal. 2. In contact with water or sewage: a. Closed cell neoprene. b. Complywith ASTM D1056,Class SC(oil resistant and medium swell)of 2 to 5 psi compression deflection(Grade SCE41). 3. Exterior concrete paving,curbs,gutters,and sidewalks: a. Asphaltic expansion joint filler,in accordance with ASTM D994. 4. Other uses: a. Fiber expansion joint filler,in accordance with ASTM D1751. 2.2 CONCRETE MIXES A. Concrete Mixes-General: 1. Provide only ready-mix concrete in accordance with ASTM C94/C94M. 2. Provide concreteof required quality,capable of b eingpla ced without segregation and,when cured,possesses required properties. 3. Unless otherwise required,provide normal weight concrete. 4. Pozzolans are materials that,when addedto concrete,reactwith calcium hydroxide to form compounds with cementitious properties.This reaction enhances the strength, durability, and impermeability of the concrete. Common pozzolans include: fly ash,silica fume, metakaolin,and others.Provide pozzolan content for cast-in-place concrete. 5. Do not begin concrete production until proposed concrete mix design Submittalis approved by Engineer.Approval of concretemix design by Engineer does not relieve Contractor of responsibility to provide concrete in accordance with the Contract Documents. 6. Adjust concrete mix designs when material characteristics,conditions at the Site during placing(including weather and other environmental conditions),strength test results,or other circumstances warrant.Do not use revised concrete mixes until submitted to and approved by Engineer. B. Strength: 1. As determined by ASTM C39 provide concrete of required type,performance,and properties as indicated in the following table: REQUIRED TYPE WEIGHT STRENGTH* All other general use concrete Normal weight 4,500 psi * Minimum 28-day compressive strength. C. Air Entrainment: 1. Provide air entrainment in concrete to provide the following total air content percent by volume: MAXIMUM AGGREGATE TOTAL AIR CONTENT PERCENT SIZE 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 0005-7 I inch or 3/4 inch 6 f 1.5 Less than 3/4 inch 6.5 f 1.5 2. Measure air content in accordance with ASTM C231,ASTM C173,or ASTM C138. D. Slump: 1. Slump shall be not greater than four inches and not less than one inch. 2. Measure slump at point of discharge of concrete into the Work. 3. Afteraddition of superpla sticizer(if used),slump shall be not greater than eight inches. 4. Concretewith slump less than minimum required slump may be acceptable when such concrete can be properly placed and consolidated. 5. Pumped concrete: a. Provide additional water at ready-mix plant for slump loss resulting from pumping. b. Provide additional waterto concrete sufficient only so that slump at hose discharge does not exceedmaximum slump allowable,and maximum allowable water-cement ratio is not exceeded. 6. Adjust slump at the Site using water reducers.Coordinate dosage and mixing requirements with ready-mix concrete Supplier. 7. Determine slump in accordance with ASTM C143. E. Proportioning: 1. Proportion constituents of concrete mixes to achieve the following: a. Produce proper concrete workability,durability,strength,and other required properties. b. Prevent segregation and collection of excessive free water on concrete surface. 2. Minimum cement contents and maximum water cement ratios for concrete shall be as follows: [MINIMUM] [TARGET] CEMENT CONTENT (POUNDS)BY MAXIMUM AGGREGATE SIZE MAXIMUM WATER REQUIRED CEMENT RATIO BY STRENGTH 0.5 inch 0.75 inch 1.0 inch WEIGHT 4,000 564 564 564 0.45 4,500 611 611 - 0.42 3. Fly Ash: a. When fly ash is used,water to cementitious materials ratio shall not exceed that required in this Section. 4. Concrete mix proportioning methods for normal weight concrete: a. Use one of the following methods to provide required properties and characteristics: 1) Method 1 (Trial Mix): a) Comply with ACI 301,Chapter 4,except as modified in this Section. b) Air content within range required in this Section. c) Record and report temperature of trial mixes. d) Proportion trial mixes in accordance with ACI 211.1. 2) Method 2 (Field Experience): a) Comply with ACI 301,except as modified in this Section: b) To use this method,field test records must be submitted to and accepted by Engineer. c) Test records shall indicate materials,proportions,and conditions similar to proposed mix design. F. Controlled Low-Strength Material(CLSM)(also known as"Flowable Fill"): 1. Provide mixture of cement,pozzolan,fine sand,water,and air,with consistency allowing flow under very low pressure(low head). 2. Required quantities of each component per cubic yard of mixed material: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 0005-8 a. Cement(Type I or Type II): 50 pounds. b. Pozzolan: 200 pounds. c. Fine Sand: 2,700 pounds. d. Water(approximately): 420 pounds. e. Air Content(approximately): 10 percent. 3. Adjust actual quantities to provide yield of one cubic yard with materials used. 4. Approximate compressive strength shall be 85 to 175 psi. 5. Sand Gradation:Fine sand shall be evenly graded material with not less than 95 percent passing No.4 sieve and not more than five percent passing No.200 sieve. PART 3 - EXECUTION 3.1 EXAMINATION A. Installing the Work constitutes Contractor's approval of underlying work,subgrades,substrates, and field conditions prevailing at the time of the Work. 3.2 FORMING AND PLACING CONCRETE A. Formwork: 1. Design,provide,use,and remove formwork. 2. Provide formwork so thatconcrete Workcomplies with the Contract Documents.Allowable tolerances shall be as set forth in ACI 347. 3. Openings: a. Provide openings in formwork to accommodate work of other trades. b. Accurately place and securely support items built into forms. 4. Chamfer Strips: Provide 0.75-inch chamfer strips in forms to provide 0.75-inch wide beveled edges on permanently exposed comers of concrete. 5. Clean and adjust forms prior to concrete placement. 6. Tighten forms to prevent mortar leakage. 7. Coat form surfaces with form release agents prior to placing reinforcing in forms. B. Reinforcing: 1. Position,support,and secure reinforcing against displacement prior to and during concrete placing. 2. Locate andsupport reinforcingby providing chairs,runners,bolsters,spacers and hangers, as required. 3. Provide wire ties so ends do not touch forms and are directed into concrete,not toward exposed concrete surfaces. 4. Lap splice lengths: in accordance with ACI 318 Class B top bar tension splices unless indicated otherwise on the Drawings. 5. Extend reinforcingto within two inches of concrete perimeter edges.If perimeter edge is earth formed,extend reinforcing to within three inches of edge. 6. Minimum concrete protective covering for reinforcing: as shown on the Drawings. 7. Welding reinforcing bars is unacceptable. 8. Welded wire reinforcing: a. Provide welded wire reinforcing in maximum practical sizes. b. Splice sides and endswith splice lap length measuredbetween outermost cross wires of each fabric sheet not less than: 1) One spacing of cross wires plus two inches. 2) 1.5 times development length. 3) 6 inches. c. Development length: in accordance with ACI 318,basic development length for required reinforcing yield strength. C. Construction,Expansion,and Contraction Joints: 1. Unplanned constructionj oints are unacceptable,including construction joints not required by the Contract Documents. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 0005-9 2. Required Locations of Construction Joints: a. Construction Joint Locations—General: 1) Provide joints in concrete at locations shown or indicated on the Drawings,or as shown on Shop Drawings approved by Engineer. 2) Where construction joint spacing shown on the Drawings exceeds joint spacing required below in this"Required Locations of Construction Joints"provision, submit proposed construction j oint locations in accordance with the requirements, below,of this"Required Locations of Construction Joints"provision. b. Provide construction joints perpendicular to reinforcing. Reinforcing shall be continuous across construction joints. 3. Not less than 48 hours shall elapse between placing adjoining concrete construction. 4. Thoroughly clean and removelaitance and loose and foreign particles from construction j oints. 5. Before placing new concrete,dampen concrete surfaces that will abut freshly-placed concrete. D. Embedments: 1. Set and build in anchorage devices and other embedded items required for other Work that is attached to,or supported by,concrete. 2. Use setting diagrams,templates,and instructions ofmanufacturerof item being embedded in concrete,for locating and setting embedments in concrete. E. Placing Concrete: 1. Prior to placing concrete,coordinate the Work with the Work of other. Do not place concrete until such other construction is properly completed. 2. Place concrete in accordance with ACI 304R and ACI 304.2R. 3. Place concrete in continuous operation within planned joints or sections. 4. Place concrete by methods preventing aggregate segregation. 5. During placing,do not allow concrete to free fall more than four feet. 6. Where free fall of concrete would otherwise exceed four feet,place concrete by means of tremie pipe or chute. F. Consolidation: Consolidate concrete using mechanical vibrators supplemented with hand- roddingandtamping,so that concrete is worked around reinforcing and embedded items,and concrete is placed into all parts of forms. G. Protection: 1. Protect concrete from physicaldamage and from reduced strength due to environmental extremes,including weather and other ambient conditions. 2. In cold weather,comply with ACI 306.1,except as modified in this provision. a. Do notplace concreteon frozenground Orin contactwith forms or reinforcing coated with frost,ice,snow,or other frozen matter. b. Do not place heated concrete warmer than 80 degrees F. c. If freezing temperatures are expected during curing,maintain concrete temperature at or above 50 degrees F,for seven days or 70 degrees F for three days. d. Do not allow concrete to cool suddenly. 3. In hot weather,comply with ACI 305.1,except as modified in this provision. a. At airtemperature of90 degrees F and above,maintain concrete as cool as possible during placing and curing. b. Do not allow concrete temperature to exceed 90 degrees F during placing. c. Prevent plastic shrinkage cracking due to rapid evaporation of moisture. d. Do not place concretewhen actual or anticipated evaporation rate equals orexceeds 0.2 pounds persquare foot per hour,determined in accordance with ACI 305.1,Figure 2.1.5. H. Curing: 1. Begin curing concrete as soon as free water has disappeared from exposed surfaces of concrete. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 00 05-10 2. Cure concrete by providing andusingmoisture-retaining cover,burlap kept continuously wet,or membrane curing compound. 3. Protect installed concrete,as necessary,required,or both.Prevent moisture loss from concrete during curing. 4. Cure for not less than seven days following placing. 5. Forms and related materials,temporarily remaining in place,may be used as curing materials forsurfaces contactingforms and related materials,except during hot weather. 6. During hot weather comply with curing procedures in ACI 305.1. 7. During cold weather comply with curing procedures in ACI 306.1. 8. Curing vertical surfaces with a curing compound: a. Cover vertical surfaces with not less than two coats of curing compound. b. Allow preceding coat to completely dry prior to applying next coat of curing compound. c. Apply first coat of curing compound immediately after form removal. d. At time of applicationof first coat of curingcompound,vertical surfaces shallbe damp, with no free water on surface. e. Vertical surfaces are defined as surfaces with slope steeper than one vertical to four horizontal. 1. Form Removal: 1. Remove forms after concrete has hardened sufficiently to resist damage from removal operations or lack of support. 2. Where reshoring is not provided,forms and shoring used for supporting concrete shall remain in place until concrete has achieved required 28-day compressive strength. J. Concrete Installation Tolerances: 1. Tolerances for slab flatness/two-dimensionality are indicated near the end of the"Concrete Finishes"Article,below. 2. Other tolerances for concrete Work shall be in accordance with ACI 117. 3.3 CONCRETE FINISHES A. Surfaces Exposed to View: 1. Provide smooth finish for exposed concrete surfaces and surfaces that will be: a. covered with coating or covering material applied directly to concrete. b. Provided with grout cleaned finish. 2. Remove concretefins andprojections,andpatchvoids,airpockets,and honeycomb areas with cement grout. 3. Form facing material shallprovide smooth,hard,uniform texture.Provide and use required forms for surfaces exposed to view. B. Broom Finish: 1. Provide broom finish for the following concrete surfaces: a. Concrete surfaces subject to precipitation,including concrete paving that will be transitedby vehicles,stoops,stairs,landings,horizontal concrete surfaces intended for pedestriantraffic(including surfaces that will feature handrails,railings,or guardrails), sidewalks,and horizontal surfaces of cast-in-place concrete retaining walls. b. . 2. Immediately after required float finish is provided,provide scored texture of concrete surface by drawing coarse,stiff-bristled broom across surface. 3. Provide broomed finish in transverse directionto intendedtmffic,unless expressly required otherwise elsewhere in the Contract Documents. 4. Amplitude: 1/16-inch to 1/8-inch. 5. Uniform spacing.Noticeable spacing between broom strokes is unacceptable. C. Concrete Installation Tolerances: 1. Class A: 1/8-inch vertical in 10 feet horizontal. 2. Class B: 1/4-inch vertical in 10 feet horizontal. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 00 05-11 3.4 GROUTING A. Preparation: 1. Non-shrink,non-metallic grout: a. Clean concrete surfaces receiving grout. b. Saturate concrete with water for not less than 24 hours prior to grouting. B. Application: 1. Non-shrink,non-metallic grout: a. Mix using mechanical mixer. b. Provide quantity of water on as necessary to provide flowable grout. c. Place in accordance with grout manufacturer's written instructions. d. Completely fill spaces and cavities below baseplates. e. Provide forms for grouting,where baseplates and bedplates do not confine grout. f. Where exposed to view,finish grout edges smooth. g. Except where slope is shown or indicated on the Drawings,finish edges flush at baseplate,bedplate,structural element,or equipment item. h. Protect installed grout against rapid moisture loss by covering with wet rags or polyethylene sheets. i. Wet-cure grout for not less than seven days. 3.5 FIELD QUALITY CONTROL A. Field Tests and Inspections: 1. Testing Laboratory Retained by Owner: a. Owner will employ and pay for services of concrete testing laboratory to perform testing of concrete Work at the Site. b. Contractor shall cooperate andcoordinate with concrete testing laboratory relative to obtaining and testing samples. c. Strength Testing: 1) For each strengthtest,mold and cure cylinders from each sample in accordance with ASTM C31. a) Cylinder size: in accordance with ASTM C31. (1) Four-inch diameter cylinders are unacceptable for concrete mixes with aggregate larger than 1.5-inch. b) Quantity: (1) Six-inch diameter by 12 inches high specimens: Four cylinders. (2) Four-inch diameter by eight inches high specimens: Six cylinders. 2) Field cure one cylinder for seven-day test. a) Laboratory cure remaining specimens. 3) Test cylinders in accordance with ASTM C39. a) Six-inch diameter specimens: (1) Test two cylinders at 28 days for strength test result and one field cured sample at seven days for informational purposes. (2) Hold remaining specimen in reserve until concrete has achieved required 28-day strength. b) Four-inch diameter specimens: (1) Test three cylinders at 28 days for strength test result and one field cured cylinder at seven days for informational purposes. (2) Hold remaining specimen in reserve until concrete has achieved required 28-day strength. 4) Strength test results: a) Average of strengths of two 6 inch diameter specimens or three 4 inch diameter specimens from same concrete sample tested at 28 days. b) When one specimen in a test evidences improper sampling,molding,handling consolidation,curing,ortesting,discard and test reserve specimen; average strength of remaining specimens will be reported strength test result. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 00 05-12 c) When all specimens in any test evidence defects indicated in the paragraph immediately above,discard all specimens. 5) Frequency of testing: a) All other concrete: (1) One strength test specimen will be obtained not less than once per day duringwhich concrete is placed,andnotless thanonce for each 60 cubic yards of concrete or fraction thereofplacedin any one day during which concrete is placed. (2) Once for each 5,000 square feet of concrete slab or concrete wall surface area placed each day. (3) If total volume of concrete Work is such that required frequency of sampling and testing established in the two paragraphs,immediately above this paragraph,will result in less than five strength tests for each concretemix,test not less than five randomly selected concrete batches, or test each batch when fewer than five batches are provided. d. Slump test: 1) In accordance with ASTM C 143. 2) Slump test will be performed for each strength test specimen. 3) Additional slump tests may be performed. e. Air content: 1) In accordance with ASTM C231,ASTM C173,and ASTM C138. 2) Air content test will be performed for each strength test specimen. f. Temperature: Concrete temperature willbe obtained for each strength test specimen. 2. Evaluation of Tests: a. Strength Test Results: 1) Average of 28-day strength of two cylinders from each sample. a) If one cylinder evidences improper sampling,molding,handling, consolidation,curing,or testing,results reported shall be for other,properly madetest specimens obtainedatthe same time and location as the improper specimen. b) If both cylinders evidence defects,test will be discarded. 3. Acceptance of Concrete: a. Reported strength of eachtype ofconcrete will be acceptable when the following are satisfied: 1) Average of all sets of three consecutive strength tests equals or exceeds required 28-day compressive strength. 2) No individual strength test falls below required 28-day compressive strength by more than 500 psi. b. If tests do not indicate acceptable strength,perform additional tests,and implement remedial measures,as required by Engineer. 1) Perform additional testing and implement remedial measures,atno additional cost to Owner.Contractoris solely responsible forcosts andtime impacts arising from unacceptable concrete test results and defective Work. 3.6 SCHEDULES A. Grout: 1. Non-shrink,non-metallic grout: General use. 2. Normal weight concrete: All other locations. 3. General use concrete: All other locations. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE 03 00 05-13 SECTION 03 05 05 CONCRETE TESTING AND INSPECTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Contractor requirements for testing of concrete and grout. 2. Definition of Owner provided testing. 3. Acceptance criteria for concrete. B. Related Specification Sections include but are not necessarily limited to: 1. Section 03 3130 -Concrete,Materials and Proportioning. 2. Section 03 3131 -Concrete Mixing,Placing,Jointing and Curing. 1.2 RESPONSIBILITY AND PAYMENT A. Owner will hire an independent Testing Agency/Service Provider to perform the following testing and inspection and provide test results to the Engineer and Contractor. 1. Testing and inspection of concrete and grout produced for incorporation into the work during the construction of the Project for compliance with the Contract Documents. 2. Additional testing or retesting of materials occasionedby theirfailure,by test orinspection, to meet requirements of the Contract Documents. 3. Strength testing on concrete required by the Engineer or Special Inspector when the water- cement ratio exceeds the water-cement ratio of the typical test cylinders. 4. In-place testingof concrete as may be required by Engineer when strength of structure is considered potentially deficient. 5. Other testing services needed or required by Contractor such as field curing of test specimens andtesting of additional specimens for determining when forms,form shoring or reshoring may be removed. 6. Owner will pay for services defined in Paragraph 1.2A.1. 7. See Specification Section 0142 00. B. Hire a qualified testingagency toperform the following testing and provide test results to the Engineer. 1. Testing of materials andmixes proposedby the Contractor for compliancewith the Contract Documents and retesting in the event of changes. 2. Additional testing andinspection.requiredbecause of changes in materials or proportions requested by Contractor. 3. Pay for services defined in Paragraphs 1.213.1.and 1.213.2. 4. Reimburse Owner for testing services defined in Paragraphs 1.2A.2., 1.2A.3., 1.2A.4.and 1.2A.5. 5. See Specification Section 0142 00. C. Duties and Authorities of Testing Agency/Service Provider: 1. Any Testing Agency/Service Provider or agencies and their representatives retained by Contractor or Owner for any reason are not authorized to revoke, alter,relax,enlarge,or release anyrequirement ofContract Documents,nor to reject,approveoraccept anyportion of the Work. 2. Testing Agency/Service Provider shall inform the Contractor and Engineer regarding acceptability of or deficiencies in the work including materials furnished and work performed by Contractor that fails to fulfill requirements of the Contract Documents. 3. TestingAgency to submit testreports and inspection reports to Engineer and Contractor immediately after they are performed. a. All test reports to include exact location in the work at which batch represented by a test was deposited. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE TESTINGAND INSPECTION 03 05 05-1 b. Reports of strength tests to include detailed information on storage and curing of specimens prior to testing. 4. Ownerretains the responsibility for ultimate rejection or approval of any portion of the Work. 1.3 QUALITY ASSURANCE A. Referenced Standards: 1. American Concrete Institute(ACI): a. 318,Building Code Requirements for Structural Concrete. 2. ASTM International(ASTM): a. ASTM Cement and Concrete Reference Laboratory(CCRL). b. C31,Standard Practice for Making and Curing Concrete Test Specimens in the Field. c. C39,Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. d. C42,Standard Test Method for Obtaining and Testing Drilled Cores and SawedBeams of Concrete. e. C94,Standard Specification for Ready-Mixed Concrete. f. C143,Standard Test Method for Slump of Hydraulic-Cement Concrete. g. C172,Standard Practice for Sampling Freshly Mixed Concrete. h. C 1019,Standard Test Method for Sampling and Testing Grout. i. C 1218,Standard Test Method for Water-Soluble Chloride in Mortar and Concrete. j. E329,Standard Specification for Agencies Engaged in Construction Inspection, Testing,or Special Inspection. B. Qualifications: 1. Contractor's Testing Agency: a. Meeting requirements of ASTM E329 and ASTM C94. b. Provide evidence ofrecent inspectionby CCRL ofNBS,and correction of deficiencies noted. C. Use of Testing Agency and approval by Engineer of proposed concrete mix design shall in no way relieve Contractor of responsibility to furnish materials and construction in full compliance with Contract Documents. 1.4 DEFINITIONS A. Testing Agency/Service Provider: An independent professional testing/inspection firm or service hired by Contractor orby Owner to perform testing,inspection or analysis services as directed,and as provided in the Contract Documents. 1.5 SUBMITTALS A. Shop Drawings: 1. Product technical data including: a. Concrete materials and concrete mix designs proposed for use. 1) Include results of alltestingperformed to qualify materials and to establish mix designs. 2) Place no concrete until approval of mix designs has been received in writing. 3) Submittal for each concrete mix design to include: a) Sieve analysis and source of fine and coarse aggregates. b) Test for aggregate organic impurities. c) Proportioning of all materials. d) Type of cement with mill certificate for the cement. e) Brand,quantity and class of fly ash proposed for use along with other submittal data as required for fly ash by Specification Section 03 00 05. f) Slump. g) Brand,type and quantity of air entrainment and any other proposed admixtures. h) Shrinkage test results. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONCRETE TESTINGAND INSPECTION 03 05 05-2 i) Totalwater soluble chloride ion concentration in hardened concrete from all ingredients determined per ASTM C 1218. j) 28-day compressiontest results and any other data required by Specification Section 03 3130 to establish concrete mix design. 2. Certifications: a. Testing Agency qualifications. PART 2 - PRODUCTS - (NOT USED) PART 3 - EXECUTION 3.1 TESTING SERVICES TO BE PERFORMED SERVICE PROVIDER/TESTING AGENCY A. The following concrete testing will be performed by the Service Provider/Testing Agency: 1. Concrete strength testing: a. Secure concrete samples in accordance with ASTM C172. 1) Obtain each sample from a different batch of concrete on a random basis,avoiding selection of test batch other than by a number selected at random before commencement of concrete placement. b. For each strength test,mold and cure cylinders from each sample in accordance with ASTM C31. 1) Record any deviations from requirements on test report. 2) Cylinder size: Per ASTM C31. a) 4 inches cylinders shall not be used for concrete mixes with maximum aggregate size larger than 1 inch. b) Use the same size cylinder for all tests for each concrete mix. 3) Quantity: a) 6 inches diameter by 12 inches high: Fourcylinders. b) 4 inches diameter by 8 inches high: Six cylinders. c. Field cure one cylinder for the seven day test. 1) Laboratory cure the remaining. d. Test cylinders in accordance with ASTM C39. 1) 6 inches diameter cylinders: a) Test two cylinders at 28 days for strength test result and the one field cured sample at seven days for information. b) Hold remaining cylinder in reserve. 2) 4 inches diameter cylinders: a) Test three cylinders at 28 days for strength test result and the one field cured cylinder at seven days for information. b) Hold remaining cylinders in reserve. e. Strength test result: 1) Average of strengths of two,6 inches diameter cylinders or three,4 inches diameter cylinders from the same sample tested at 28 days. 2) If one cylinder in a test manifests evidence of improper sampling,molding, handling,curing,ortesting,discard and testreserve cylinder(s);average strengthof remaining cylinders shall be considered strength test result. 3) Should all cylinders in any test show any of above defects,discard entire test. f. Frequency of tests: 1) Concrete sand cement grout: One strength test for each 4 hour period of grout placement or fraction thereof. a) Test grout in accordance with ASTM C1019. 2) Concrete topping,concrete fill and lean concrete: One strength test for each 10 CUYD of each type of concrete or fraction thereof placed. 3) All other concrete: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE TESTINGAND INSPECTION 03 05 05-3 a) One strength test to be taken not less than once a day,nor less than once for each 60 cubic yards or fraction thereof placed in any one day. b) Once foreach5000 square feet ofslab or wall surface area placed each day c) If totalvolumeof concreteon Project is such that frequencyof testingrequired in above paragraph will provide less thanfive strengthtests for each concrete mix,tests shall thenbe made from atleastfive randomly selected batches or from each batch if fewer than five batches are provided. 2. Slump testing: a. Determine slump of concrete sample for each strength test. 1) Determine slump in accordance with ASTM C143. b. If consistency of concrete appears to vary,the Engineer or Owner's Representative shall be authorized to require a slump test for each concrete truck. 1) This practice shall continue until three consecutive batches are determined to be consistent and meet the slump requirements specified. 3. Air content testing: Determine air content of concrete sample for each strength test in accordance with ASTM C138. 4. In-place concrete testing(if required). 3.2 SAMPLING ASSISTANCE AND NOTIFICATION FOR OWNER A. To facilitate testing and inspection,perform the following: 1. Furnish any necessary labor to assist Testing Agency in obtainingand handling samples at site. 2. Provide andmaintain for sole use of Testing Agency adequate facilities for safe storage and proper curing of test specimens on site for first 24 hours as required by ASTM C31. 3. Take samples at point of placement into concrete member. B. Notify Engineer and Owner's Testing Agency sufficiently in advance of operations(minimum of 24 hours)to allow for assignment ofpersonnel and for scheduled completion of quality tests. 3.3 ACCEPTANCE A. Completed concrete work which meets applicable requirements will be accepted without qualification. B. Completed concrete work which fails to meet one or more requirements but which has been repaired to bring it into compliance will be accepted without qualification. C. Completed concrete work which fails to meet one or more requirements and which cannot be brought into compliancemaybe accepted orrejectedas providedin these Contract Documents. 1. In this event,modifications maybe required to assure that concrete work complies with requirements. 2. Modifications,as directed by Engineer,to be made at no additional cost to Owner. D. Dimensional Tolerances: 1. Form ed surfaces resulting in concrete outlines smaller than permitted by tolerances sha U be considered potentially deficient in strength and subject to modifications required by Engineer. 2. Formed surfaces resulting in concreteoutlines larger thanpermitted by tolerances may be rejected and excess material subject to removal. a. If removal of excess material is permitted,accomplish in such a manneras to maintain strength of section and to meet all other applicable requirements of function and appearance. 3. Concrete members cast in wrong location may be rejected if strength,appearance or function of structure is adversely affected or misplaced items interfere with other construction. 4. Inaccurately formedconcrete surfaces exceeding limits of tolerances and which are exposed to view,may be rejected. a. Repair or remove and replace if required. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE TESTINGAND INSPECTION 03 05 05-4 5. Finished slabs exceeding tolerances may be required to be repaired provided that strength or appearance is not adversely affected. a. High spots maybe removed with a grinder,low spots filled with a patching compound, or other remedial measures performed as permitted or required. E. Appearance: 1. Concrete surfaces exposed to view with defects which,in opinion of Engineer,adversely affect appearance as requiredby specified finish shall be repaired by approved methods. 2. Concrete not exposed to view is not subject to rejection for defective appearance unless,in the opinion ofthe Engineer,the defects impair the long-term strength or function of the member. F. High Water-Cement Ratio: 1. Concrete with water in excess of the specified maximum water-cement ratio will be rejected. 2. Remove andreplace concrete with high water-cement ratio or make other corrections as directed by Engineer. G. Strength of Structure: 1. Strength of structure in place will be considered potentially deficient if it fails to comply with any requirements which control strength of structure,including but not necessarily limited to following: a. Low concrete strength: 1) Test results for standard molded and curedtest cylinders to be evaluated separately for each mix design. a) Such evaluation shall be valid only if tests havebeen conducted in accordance with specified quality standards. b) Forevaluation ofpotential strength and uniformity,each mix design shall be represented by at least three strength tests. c) A strength test shall be the average of two,6 inches diameter cylinders or three,4 inches diameter cylinders from the same sample tested at 28 days. 2) Acceptance: a) Strength level of each specified compressive strength shall be considered satisfactory if both of the following requirements are met: (1) Average of all sets of three consecutive strength tests equal or exceed the required specified 28 day compressive strength. (2) No individual strength test falls below the required specified 28 day compressive strength by more than 500 psi. b. Reinforcing steel size,configuration,quantity,strength,position,or arrangement at variance with requirements of the Contract Drawings or approved Shop Drawings. c. Concretewhich differs fromrequired dimensions or location in such a manner as to reduce strength. d. Curing time and procedure not meeting requirements of this Specification Section. e. Inadequate protection ofconcrete from extremes of temperature during early stages of hardening and strength development. f. Mechanical injury,construction fires,accidents or premature removal of formwork likely to result in deficient strength. g. Concretedefects such as voids,honeycomb,cold joints,spalling,cracking,etc.,likely to result in deficient strength or durability. 2. Structural analysis and/or additional testingmay be required when strength of structure is considered potentially deficient. 3. In-place testing of concrete may be required when strength of concrete in place is considered potentially deficient. a. Testing by impact hammer,sonoscope,or other nondestructive device maybe permitted by Engineer to determine relative strengths at various locations in the structure or for selecting areas to be cored. 1) Such tests shall not be used as a basis for acceptance or rejection. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONCRETE TESTINGAND INSPECTION 03 05 05-5 b. Core tests: 1) Where required,test cores will be obtained in accordance with ASTM C42. a) If concrete in structure will be dry under service conditions,air dry cores (temperature 60 to 80 degrees F,relative humidity less than 60%)for seven days before test then test dry. b) If concrete in structure willbe wet or subjected to high moisture atmosphere underservice conditions,test cores after immersion in water for at least 40 hours and test wet. c) Testing wet or dry to be determined by Engineer. 2) Three representative cores may be taken from eachmemberor area of concrete in place that is considered potentially deficient. a) Location of cores shall be determined by Engineer so as least to impair strength of structure. b) If,before testing,one or more of cores shows evidence of having been damaged subsequent to or during removal from structure,damaged core shall be replaced. 3) Concretein area represented bya core testwill be considered adequate if average strength of three cores is equalto at least 8 5%of specified strength and no single core is less than 75%of specified strength. 4) Fill core holes with non-shrink grout and finish to match surrounding surface when exposed in a finished area. 4. If core tests are inconclusive or impractical to obtain or if structural analysis does not confirm safety of structure,load tests may be required and their results evaluated in accordance with ACI 318,Chapter 27. 5. Correct orreplace concrete work judged inadequate by structural analysis or by results of core tests orload tests with additional construction,as directedby Engineer,at Contractor's expense. 6. Contractorto pay allcosts incuffedin providing additional testing and/or structural analysis required. END OF SECTION 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONCRETE TESTINGAND INSPECTION 03 05 05-6 SECTION 03 31 31 CONCRETE MIXING, PLACING, JOINTING, AND CURING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Mixing,placing,jointing,and curing of concrete construction. B. Related Requirements: Include but are not necessarily limited to: 1. Section 03 05 05 -Concrete Testing and Inspection. 2. Section 03 3130 -Concrete,Materials and Proportioning. 3. Section 03 35 00 -Concrete Finishing and Repair of Surface Defects. 4. Section 07 92 00 -Joint Sealants. 1.2 REFERENCES A. Terminology: 1. Terminology: Terminology indicated below are not defined terms and are not indicated with initial capital letters,but whenusedin this Section have the meanings indicated below: a. Unless obviously meant or intended otherwise,certain words and terms used in this Section have meanings indicated in ACI CT-1 3. b. "Water-bearing concrete"means concrete surface to be in contact(whether continuously or intermittently)with water,process liquid,or slurries during intended operationof the facility,including,but not limited to,concrete tanks,channels,wet wells, distribution chambers,and secondary containment structures. B. Reference Standards: Standards referenced in this Section include,but are not necessarily limited to,the following: 1. American Concrete Institute(ACI): a. CT-13,Concrete Terminology. b. 117,Specification for Tolerances for Concrete Construction and Materials. c. 304R,Guide for Measuring,Mixing,Transporting and Placing Concrete. d. 304.2R,Placing Concrete by Pumping Methods. e. 305R,Guide to Hot Weather Concreting. f. 305.1,Specification for Hot Weather Concreting. g. 306R,Guide to Cold Weather Concreting. h. 306.1,Standard Specification for Cold Weather Concreting. i. 308.1,Specification for Curing Concrete. j. 309R,Guide for Consolidation of Concrete. k. 318,Building Code Requirements for Structural Concrete and Commentary. 1. 360R,Guide to Design of Slabs-on-Ground. 2. ASTM International(ASTM): a. C94/C94M,Standard Specification for Ready-Mixed Concrete. b. C309,Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete. c. C 1315,Standard Specification for Liquid Membrane-Forming Compounds Having Special Properties for Curing and Sealing Concrete. d. D994,Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type). e. D1056,Standard Specification for Flexible Cellular Materials-Sponge or Expanded Rubber. f. D1751,Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction(Nonextruding and Resilient Bituminous Types). 3. National Ready Mixed Concrete Association(NRMCA): a. Checklist for Certification of Ready Mixed Concrete Production Facilities. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 033131-1 4. United States Army Corps of Engineers(USACE): a. CRD-0572,Specifications for Polyvinylchloride Waterstop. 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate concrete placement Work with other Work,and work of other contractors(if any),that must be installed prior to placement of concrete. 2. Inform other contractors,if any,affected by the concrete Work of intended date(s)of placement of concrete.Provide sufficient advance notice to allow other contractors to perform their work that is to be completed prior to placing of concrete. 1.4 QUALITY ASSURANCE A. Qualifications: 1. Concrete Supplier: a. Ready-mix concrete batch plant shall be certified by NRMCA. b. Ready mix plant shall comply with NRMCA Checklist for Certification of Ready Mixed Concrete Production Facilities. 1.5 SUBMITTALS A. Action Submittals: Submit the following: 1. Shop Drawings: a. Scaled(minimum 1/8 inch per foot)drawings showing proposed locations of constructionjoints,control joints,expansion joints(as applicable)and joint profile dimensions for each joint type. b. Drawing indicating location,size and type of prefabricated waterstop joints. 2. Product Data including: a. Manufacturers and types: 1) Joint fillers. 2) Curing agents. 3) Construction joint bonding adhesive. 4) Prefabricated waterstops. b. Acknowledgement thatproducts submitted meet requirements ofstandards referenced. 3. Samples: a. Sample of each type ofprefabricated waterstop proposed for the Work,when requested by Engineer. 4. Monitoring Procedures: B. Informational Submittals: Submit the following: 1. Delivery Tickets: a. Copies of concrete delivery tickets. 2. Supplier Instructions: a. Procedure for adding high-range water reducer at the Site. b. Instructions for handling and installing products approved by Engineer. 3. Field Quality Control Submittals: a. Results of tests,inspections,and other quality control activities required bythe Contract Documents,including Section 03 05 05 -Concrete Testing and Inspections,and this Section's"Field Quality Control"Article performed at the Site. 4. Supplier Site Visit Reports: a. Report of each visit to the Site by Supplier,summarizing purpose of visit,activities while onsite,problems encountered,advice given to Contractor or Subcontractor,and actions taken. 5. Special Procedure Submittals: a. Description of proposed curing methods. 6. Qualifications: a. Ready-mix plant certification,in accordance with this Section's"Quality Assurance" Article. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 033131-2 1.6 DELIVERY,STORAGE,AND HANDLING A. Concrete Delivery: 1. Prepare a delivery ticket for each load of ready mixed concrete. 2. Truck operator shall hand ticket to Contractor at the time of delivery. 3. Ticket to show: a. Mix identification. b. Quantity delivered. c. Quantity of material in each batch. d. Outdoor temperature in the shade at location of concrete placement. e. Time at which cement was added. f. Time of delivery. g. Time of discharge. h. Quantity ofwaterthatmay be added at the site without exceeding the specified water- cement ratio. i. Quantity of any water added at the Site. 1.7 PROJECT CONDITIONS A. Adjust concrete mix design when material characteristics,j ob conditions,weather,strength test results or other circumstances warrant. 1. Do not use revised concrete mixes until submitted to and approved by Engineer. 1.8 SEQUENCING AND SCHEDULING A. Do not begin concrete production until proposed concrete mix design has been approved by Engineer. 1. Engineer's approval of concrete mix design does not relieve Contractor of responsibility to provide concrete that meets the requirements of the Contract Documents. PART 2 - PRODUCTS 2.1 PRODUCTS A. Subject to compliance with the Contract Documents,the manufacturers listed in this article are acceptable. a. B. Curing Materials shall comply with one or more of the following: 1. Absorbent Covers. a. AASHTO MI 82,Class 2,burlap cloth made from jute or kenaf,weighing approximately 9 ounces per square yard when dry. 1) Materials must be free of harmful substances,such as sugar or fertilizer,or substances that may discolor the concrete. 2) To remove soluble substances,burlap should be thoroughly rinsed in water before placing it on the concrete. 2. Moisture Retaining Covers. a. Plastic Film: ASTM C171,not less than 10 mils thickness polyethylene film. b. White burlap-polyethylene sheet meeting ASTM C 171. c. Reinforced Curing Paper: Complying with ASTM C 171. d. Moisture Retaining Fabric. 1) Comply with ASTM C171. a) A naturally colored,non-woven polypropylene fabric with 4-mil non- perforated reflective(white)polyethylene coating containing stabilizers to resist degradation from ultraviolet light. b) Fabric shall exhibit low permeability and high moisture retention. c) Products: (1) PNA Construction Technologies,Inc.;Hydra cure S16. (2) Reef Industries Inc; Transguard 4000. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 033131-3 (3) Or equal. 3. Dissipating curing compound: a. Fugitive dye,waterbome,membrane-forming. b. ASTM C309,Type 1D,Class AorB,shall be composed of hydrocarbon resins,and dissipating agents that begin to break down upon exposure to UV light,and traffic, approximately fourto six weeks after applications,providing a film that is removable with standard degreasing agents,andmechanized scrubbing actions to not impair the later addition and performance of applied finishes. c. Products and Manufacturers: 1) Dayton Superior Corporation;Day Chem Rez Cure(J-11-WD). 2) Euclid Chemical Company;Kurez DR VOX. 3) L&M Construction Chemicals,Inc.;L&M Cure R. 4) Or equal. 4. Clear,water or solvent-borne,membrane-forming curing and sealing compound: a. ASTM C1315,Type 1,Class A. b. Moisture loss shallbe not morethan0.40 kilograms per square meter when applied at 300 square feet per gallon. c. Manufacturer's certification is required. d. Subject to Project requirements,provide one of the following products: 1) Solvent-based: a) Euclid Chemical Company;Super Diamond Clear,Luster Seal300(exterior), Super Rez-Seal(interior). b) L&M Construction Chemicals,Inc.; Lumiseal Plus. c) W.R.Meadows,Inc.; CS-309/30. d) Or equal. 2) Water-based: a) Euclid Chemical Company; Super Diamond Clear VOX. b) L&M Construction Chemicals,Inc.;Lumiseal WB Plus. c) W.R.Meadows,Inc.;Vocomp-30. d) Or equal. C. Sand cement grout,non-shrink grout and epoxy grout: Comply with Section 03 00 05 - Concrete Materials and Proportioning. PART 3 - EXECUTION 3.1 EXAMINATION A. Installing the Work constitutes Contractor's approval of underlying work,substrates,and field conditions prevailing at the time of the Work. 3.2 PREPARATION A. Preparation—General: 1. Materials and construction shall comply with the tolerances as specified in ACI 117. 2. Complete formwork. 3. Remove earth,snow,ice,water,foreign matter,and other extraneous materials from areas that will receive concrete. 4. Secure reinforcement in place. 5. Provide expansion joint material,anchors and other embedded items. 6. Prior to placing concrete,obtain Engineer's concurrence that associated formwork and reinforcing appear to be in accordance with the Contract Documents.However,in no event will Engineer's observations,comments,orconcurrence that any part of the Work appears to be in accordance with the Contract Documents modify or reduce Contractor's sole responsibility for providing Work in accordance with the Contract Documents. 7. Do not place concrete duringrain,sleet,snow,orotheradverse ambient or environmental conditions unless adequate protection is provided by Contractor and such placement is acceptable to Engineer. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 033131-4 a. Provide sufficient quantity of competent,experienced workers with due regard for effects of concrete temperature and atmospheric conditions on rate of hardening of concrete as required to obtain good surfaces and avoid unplanned cold joints. b. Do not allow precipitation or storm water runoff to increase mixing water nor to damage surface finish. 8. Remove hardened concrete and foreign materials from inner surfaces of conveying equipment and formwork. 9. Provide slabs and beams of minimum indicated required depth when sloping structural foundation base slabs and elevated slabs to drains. a. For floor slabs on grade,slope top of subgrade to provide slab of required uniform thickness. B. Preparation of Subgrade for Slabs On Ground: 1. Subgrade shall be wetted without standing water immediately prior to placing concrete. 2. Obtain Engineer's acceptance of subgrade compaction density prior to placing slabs on ground. C. Edge Forms and Screeds: 1. Set accurately to produce designated elevations and contours of finished surface. 2. Sufficiently strong to support vibrating screeds or roller pipe screeds,if required. 3. Use strike off templates,or acceptable vibrating type screeds,to align concrete surfaces to contours of screed strips. 3.3 CONCRETE MIXING A. Concrete Mixing-General: 1. Provide concrete materials from one ready-mix batch plant qualified in accordance with this Section's"Quality Assurance"Article. 2. Batch,mix,and transport in accordance with ASTM C94/C94M. B. Control of Admixtures: 1. Control at ready-mix plant: a. Admixtures shall be introduced at the ready-mix plant in accordance with manufacturer's recommendations. b. Charge admixtures into mixer as solutions. 1) Measure by means of an appropriate mechanical dispensing device. 2) Liquid considered apart of mixing water. 3) Admixtures that cannot be added in solution maybe weighed or measured by volume if so recommended by manufacturer. c. Add separately,when two ormore admixtures are used in concrete,to avoid possible interaction thatmight interfere with efficiency of either admixture,or adversely affect concrete. d. Complete performing addition of retarding admixtures within one minute afteraddition ofwaterto cementhas been completed,or prior to beginning of last three quarters of required mixing,whichever occurs first. 2. Control of Admixtures at the Site: a. Additional quantities of admixtures(with theexceptionof retarders)may be added at the Site provided: 1) Addition of admixtures shall be under the supervision of the ready-mix plant's quality control representative. 2) Addition of each admixture shall be documented on the delivery ticket. 3) Provide additional mixing in accordance with ASTM C94. C. Tempering and Control of Mixing Water: 1. Mix concrete only in quantities for immediate use. 2. Discard concrete which has set. 3. Discharge concrete from ready-mix delivery vehicles within time limit stated in ASTM C94. 4. Addition of water at the Site: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 033131-5 a. Comply with Section 03 31 30-Concrete Materials and Proportioning,for specified water cement ratio and slump. b. Do not exceed maximum specified water cement ratio or slump. c. Incorporate waterby additional mixing equal to at least half of total mixing required. 3.4 PLACING OF CONCRETE A. Placing of Concrete-General: 1. Place concrete as a rate such that concrete,which is being integrated with fresh concrete,is "workable". a. Provide sufficient,competent,skilled workers for timely delivery of concrete into forms to avoid unintended cold joints and placement consolidation issues. 2. Comply with ACI 304R,ACI 304.2R,and ACI 301. 3. Do not begin placing concrete during rain,sleet,snow,or other adverse weather or environmental conditions that may be detrimental to concrete placement. a. Protect fresh concrete from ensuing inclement weather and other environmental conditions that may be detrimental to concrete. 4. Time betweenconcrete hatching and finalplacement shall not exceed 90 minutes, [unless indicated otherwise by the ready-mix plant or noted on the delivery ticket]. a. Selection of time limitto endof discharge should consider ambient conditions,types of cementitious materials and admixtures used,placement procedures,and projected transportation time between ready-mix plant and the point of delivery. b. If discharge is acceptable after more than 90 minutes have elapsed since batching, verify that aircontent of air-entrained concrete,slump,andtemperature ofconcrete are as specified. 5. Do not deposit concrete which has partially hardened orha s been contaminated by foreign materials. 6. Begin work only when work of other trades affecting concrete is complete. 7. When pumping concrete,do not use excess grout ormortarto lubricate concrete conveyance piping. 8. Do not use excess water for workability or any reason when placing concrete by freefall. 9. Deposit concrete continuously to avoid cold joints. 10. Provide construction joints at locations shown or indicated in the Contract Documents, unless otherwise approved by Engineer via Shop Drawing or Contract modification. a. Plan size of crews with due regard for effects of concrete temperature and ambient conditions to avoid unplanned cold joints. 11. Spreaders: a. Temporary: Remove as soon as concreteplacing renders their function unnecessary. b. Embedded: 1) Obtain approval of Engineer for their use. 2) Materials: Concrete or metal. 3) Ends of metal spreaders coated with plastic coating two inches from each end. 12. Deposit concrete as nearly as practicable in its final position to avoid segregation. a. Maximum free fall: 4 feet. b. Place concrete bymeans of hopper,"elephant trunk"ortremie pipe extending to within four feet of surface. 13. Perform the following operations before bleeding water has an opportunity to collect on surface: a. Spread. b. Consolidate. c. Straightedge. d. Darby or bull float. 14. No water shall be added to the concrete surface to ease finishing operation. 15. Do not discharge water into forms. 16. Consider use of form vibrators for certain placement situations. B. Cold Weather Concrete Placement: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 033131-6 1. Comply with ACI 306.1. 2. Do not place concrete on forms or subgrades that are below 32 degrees F or contain frozen material. 3. Maintain all materials,forms,reinforcement,subgrade and any other items which concrete will come in contact with free of frost,ice or snow at time of concrete placement. 4. Temperature of concrete when discharged at site: in accordance with ACI 306.1. 5. Heat subgrade forms,embedments and reinforcement with a cross sectionarea greater than foursquare inches to between45 and 70 degrees F,when temperature of surrounding air is 32 degrees F or below,at time concrete is placed. a. Remove frost from subgrade,forms and reinforcement before concrete is placed. 6. Combine water with aggregate in mixer before cement is added,if water or aggregate is heated above 90 degrees F. 7. Do not mix cement with water or with mixtures of water and aggregate having a temperature greater than 90 degrees F. 8. Complywith ACI 306R forspecific requirements dealingwith elevated steeltroweled slabs that will be exposed to freeze-thaw cycles. C. Hot Weather Concrete Placement: l. Comply with ACI 305.1. 2. Cool ingredients before mixing,or add flake ice or well crushed ice of a size that will melt completely during mixing for all or part of mixing water if high temperature,low slump, flash set,cold joints,or shrinkage cracks are encountered. 3. Temperature of concrete atpoint ofdelivery(i.e.delivery vehicle discharge)when placed: a. Not to exceed 90 degrees F. b. Not so high as to cause: 1) Shrinkage cracks. 2) Difficulty in placement due to loss of slump. 3) Flash set. 4. Temperature of forms and reinforcing when placing concrete: a. Not to exceed 90 degrees F. b. Maybe reduced by spraying with water to cool below 90 degrees F. 1) Leave no standing water to contact concrete being placed. 5. Prevent plastic shrinkage cracking,slab curling,or both due to evaporation. D. Consolidating: 1. Consolidate in accordance with ACI 309R except as modified herein. 2. Consolidate by vibration so that concrete is thoroughly worked around reinforcement, embedded items and into corners of forms. a. Ensure no displacement of reinforcing or other embeds from final position. b. Eliminate: 1) Air or stone pockets. 2) Honeycombing,pitting,or both. 3) Planes of weakness. 3. Use suitable form vibrators located just below top surface of concrete,where internal vibrators cannot be used in areas of congested reinforcing. a. Size and coordinate external vibrators to specifically match forming system used. 4. Internal vibrators: a. Minimum frequency of 8000 vibrations per minute. b. Insert and withdraw at points approximately 1.5 feet apart. 1) Allow sufficient duration at each insertion to consolidate concrete but not sufficient to cause segregation. c. Use in: 1) Beams and girders of framed slabs. 2) Columns and walls. 3) Vibrating concrete around allwaterstops. d. Size of vibrators shall be in accordance with ACI 309R,Table 5.1.5. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 033131-7 5. Obtain consolidation ofsla bs with intemalvibrators,vibrating screeds,roller pipe screeds, or other appropriate means. 6. Do not use vibrators to transport concrete within forms. 7. When placing self-consolidating concrete,the use of form orpencil vibrators is acceptable, provided such methods do not cause aggregate segregation,orotherwise adversely affectthe quality of the Work. 8. Provide sufficient spare vibrators at the Site during all concreteplacing operations to ensure continuous vibration. 9. Bring a full surface of mortar against form by vibration supplemented if necessary by spadingto work coarse aggregate back from formed surface,where concrete is to have an as-cast finish. 10. Prevent construction equipment andmachinery,construction operations,and personnel from introducing vibrations into freshly placed concrete after the concrete has been placed and consolidated. E. Handle concrete from mixerto place of final deposit by methods whichwill prevent segregation or loss of ingredients and in a manner which will assure that required quality of concrete is maintained. 1. Use truck mixers,agitators,and non-agitating units in accordance with ASTM C94. 2. Temporary horizontal belt conveyors: a. Mount at a slope which will not cause segregation or loss of ingredients. b. Protect concrete against undue drying or rise in temperature. c. Use an arrangement at discharge end to prevent segregation. d. Do not allow mortar to adhere to return length of belt. e. Discharge conveyor runs into equipment specially designed for spreading concrete. 3. Temporary metal or metal lined chutes: a. Slope not exceeding 1 vertical to 2 horizontal and not less than 1 vertical to 3 horizontal. b. Chutes more than20 feet longandchutesnotmeeting slope requirements may beused provided they discharge into a hopper before distribution. c. Provide end of each chute with a device to prevent segregation. 4. Temporary pumping or pneumatic conveying equipment: a. Designed for concrete application and having adequate pumping capacity. b. Control pneumatic placement so segregation is avoided in discharged concrete. c. Loss of slump in pumping or pneumatic conveying equipment shall not exceed 1.5 inches. d. Do not convey concrete through pipe of aluminum or aluminum alloy. e. Provide pumping equipment without Y sections. 3.5 JOINTS AND EMBEDDED ITEMS A. Construction Joints-General: 1. Provide j oints at locations as shown or indicated on the Drawings or as shown on approved Shop Drawings approved by Engineer or in an appropriate Contract modification. a. Where construction joint spacing shown on the Drawings exceeds the joint spacing indicated in Paragraph B.below,submit proposed construction joint location in conformance with this Section. 2. Unplanned construction joints are unacceptable. a. If concrete cannotbe completely placed between planned construction joints,then it must be removed. 3. In general,locate joints near middle of spans of slabs,beams and girders unless a beam intersects a girderat this point,in which case,offsetjointin girdera distance equal to twice the width of the beam. 4. Place beams,girders,column capitals and drop panels at same time as slabs. 5. Make jointsperpendicularto main reinforcement with allreinforcement continuous across joints. 6. Provide the following joints unless shown or indicated otherwise on the Drawings: 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 033131-8 a. Roughen joints: horizontal construction joints. b. Keyed joints: vertical construction joints. 7. Roughen construction joints: a. Clean the previously hardened concrete interface and remove all laitance. b. Intentionally roughen the interface to a full amplitude of 0.25 inch. B. Construction Joints-Bonding: 1. Obtain bond between concrete pours at construction joints by thoroughly cleaning and removing all laitance from construction joints. 2. Before newconcrete is placed,allconstructionjoints shallbe coated with cement grout,or dampened,as indicated below: 3. Roughen construction joints: a. Roughen the surface ofthe concrete to expose the coarse aggregate uniformly with 0.25 inch minimum amplitude. 1) Remove laitance,loosened particles of aggregate or damaged concrete at the surface. C. Expansion Joints: 1. Do not allow reinforcement or other embedded metal items bonded to concrete(except smooth dowels bonded on only one side of joint)to extend continuously through an expansion joint. 2. Use neoprene expansionj oint fillers,unless shown orindicated otherwise on the Drawings. 3. Seal expansion joints as shown or indicated on the Drawings. a. Comply with Section 07 92 00 -Joint Sealants. D. Other Embedded Items: 1. Place sleeves,inserts,anchors,and embedded items required for adjoining work or for its support,prior to initiating concreting. 2. Do not route electrical conduit,drains,or pipes in concrete slabs,walls,columns, foundations,beams or other structural members unless approved by Engineer. 3.6 FINISHING A. Comply with Section 03 35 00 -Concrete Finishing and Repair of Surface Defects. B. Coordinate mixing and placing with finishing. 3.7 INSTALLATION OF GROUT A. Grout Schedule: 1. Sand cement grout: a. Fill keyways in precast HCU. b. Construction joint bedding(base ofwallpours with comparable compressive strength to wall). c. Generaluse. d. As shown or indicated on the Drawings. 2. Non-shrinkingnon-metallic grout: a. Filling form tie holes. b. Under column and beam base plates. c. Other uses shown or indicated on the Drawings. 3. Epoxy grout: a. Patching cavities in concrete. b. Grouting of dowels and anchor bolts into existing concrete. c. Grouting of rotating or oscillating equipment base plates. d. As shown or indicated on the Drawings. B. Grout Installation: 1. Sand cement grout: a. Fill wetted keyways between precast concrete hollow core slabs with sand cement grout. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 033131-9 b. Consolidate groutby rodding or by other means to assure complete filling of keyways. c. Cure grout by one of methods specified. 2. Non-shrink non-metallic grout: a. Clean concrete surface to receive grout. b. Saturate concrete with water for 24 hours prior to grouting. c. Mix in a mechanical mixer. d. Use no more water than necessary to produce flowable grout. e. Place in accordance with manufacturer's instructions. f. Provide underbeam,column,and equipment base plates,in joints between precast concrete and cast-in-place slabs,and in other locations shown or indicated on the Drawings. g. Completely fill spaces and cavities below the top of base plates. h. Provide forms where base plates and bed plates do not confine grout. i. Where exposed to view,finish grout edges smooth. j. Except wherea slope is shown orindicatedon the Drawings,finish edges flush at the base plate,bed plate,member or piece of equipment. k. Coat exposed edges of groutwith cure or seal compound recommended by the grout manufacturer. 3. Epoxy grout: a. Mix and place in accordance with manufacturer's written instructions. b. Apply only to clean,dry,sound surface. c. Completely fill cavities and spaces around dowels and anchors without voids. d. Grout base and bed plates as specified for non-shrinking,non-metallic grout. e. Obtain manufacturer's field technical assistance as necessary to ensure proper placement. 3.8 CURING AND PROTECTION A. Protect concrete frompremature drying,excessively hot or cold temperatures,and mechanical damage immediately after placement,and maintain with minimal moisture loss at relatively constant temperature forperiod necessary for hydration ofcement,hardening,and compressive strength gain. 1. Comply with ACI 308.1 except as modified herein. 2. Do not impose loads by foot traffic,wheeled traffic,and other loads until concrete has sufficiently curedto carry imposed loads without adversely affecting the concrete. In no event shall concrete be subject to loading or traffic during initial48 hours of curing,unless otherwise approved by Engineer. B. Apply one of the following curing procedures immediately after completion of placement and finishing(surfaces not in contact with forms). 1. Ponding or continuous sprinkling. Avoid eroding the surface of freshly placed concrete. 2. Application of wet Absorbent Covers: a. Minimum lap: 12 inches. b. Provide continuous uniform supply ofmoisture,such as sprinklers or soaker hoses as necessary to keep concrete surface continuously wet. c. Monitor Absorbent Covers as requiredto prevent cover materials or concrete surface from drying out. 3. Continuous application of steam (not exceeding 150 degrees F)or mist spray. 4. Application of Moisture Retaining Cover sheet materials. a. Place as soon as possible after final finishing and without marring the surface. b. Minimum lap: 12 inches. c. Seal edges to make water-tight. d. Place Moisture Retaining Cover in intimate contactwith the concrete surface,without wrinkles and weighted to hold in place. e. Hold coverandedges in place as necessaryto prevent wind from displacing the cover. f. Moisture Retaining Fabric: 1) Install in accordance with manufacturer's written recommendations. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 03 31 31-10 2) Saturate concrete surface and fabric side of cover immediately prior to placing. g. Monitor continuously during the curing period: 1) Repair holes,tears or displaced cover. 2) Rewet as necessary to keep concrete moist under cover. 5. Application of other moisture retaining covering acceptable to Engineer. 6. Water used for curing shall be within 20 degrees F of the concrete temperature. 7. Application of a curing compound. a. Apply curing compoundin accordance with manufacturer's written recommendations immediately after any water sheen,which may develop after finishing,has disappeared from concrete surface. b. Do not use on surface against which additional concrete or other material is to be bonded unless it is proven that curing compound will not prevent bond. c. Where a vertical surface is cured with a curing compound,the vertical surface shall be covered with a minimum of two coats of the curing compound. 1) Apply the first coat of curing compound to a vertical surface immediately after form removal. 2) The vertical concrete surface at thetime of receiving the first coat shall be damp with no free water on the surface. 3) Allow the preceding coat to completely dry prior to applying the next coat. 4) A vertical surface: Any surface steeper than 1 vertical to 4 horizontal. 8. Surfaces In Contact with Forms: a. Formedsurfaces: Cure formed concrete surfaces utilizing final curing methods per ACI 308.1,including underside of beams,supported slabs,and other similar surfaces, 1) See Section 03 11 13 -Formwork. b. Minimize moisture loss from and temperature gain of concrete placed in forms exposed to heatingby sun by keeping forms wet and cool until they can be safely removed. c. Make provisions to keep concrete wall moist while stripping forms and until curing measures are in place. d. After form removal,cure concrete until end of time prescribed. e. Use one of the methods listed above. f. Forms left in place shall not be used as a method of curing in hot weather. g. The term"hot weather",where used in these Specifications,is defined in ACI 305.1. h. In hot weather,remove forms from vertical surfaces as soon as concrete has gained sufficient strength so that the formwork is no longer required to support the concrete. C. Curing Period: 1. Continue curing for at least seven days for all concrete except Type IIl,high early strength concrete for which period shall be at least three days. a. If one of curingprocedures indicated above is used initially,it maybe replaced by one of otherprocedures indicated anytime after concrete is two days old,provided concrete is not permitted to become surface dry during transition. D. Cold Weather: 1. Comply with of ACI 306.1. 2. Maintain temperature of concrete in accordancewith ACI 306.1 fora minimum of72 hours after concrete is placed,when outdoor temperature is 40 degrees F,or less. a. Maximum temperature rate of decrease: In accordance with ACI 306.1. 3. Provide temporary heating,covering,insulating,or housing of the concrete Work to maintain required temperature without damage due to concentration of heat. 4. Do notuse combustion heaters unless precautions are taken to prevent exposure ofconcrete to exhaust gases which contain carbon dioxide. 5. Interiorslabs in areas intended tobe heatedshallbe adequately protected so that frost does not develop in the supporting subgrade. E. Hot Weather: 1. Comply with ACI 305.1 and ACI 308.1. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 03 31 31-11 2. Provide as necessary cooling forms,reinforcement and concrete,windbreaks,shading,fog spraying,sprinkling,ponding,or wet covering with a light colored material. 3. Provide protective measures as quickly as concrete hardening and finishing operations will allow. 4. Maximum temperature rate of decrease: In accordance with ACI 305.1. F. Rate of Temperature Change: 1. Maintain temperature of air immediately adjacentto concrete asunifonn as possible,during and immediately following curing. G. Protection from Mechanical Damage: 1. Protect concrete from damage of all types,whether or not mechanically imparted including load stresses,heavy shock,and excessive vibration. 2. Protect finished concrete surfaces from all types of damage,including damage by construction equipment andmachinery,construction means andmethods,precipitation,and running water. 3. Do not load self-supporting structures in such a way as to overstress concrete. 3.9 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Special Inspections in accordance with building code: a. Comply with 03 05 05 -Concrete Testing and Inspection. B. Supplier's Onsite Services: 1. Waterstop manufacturer's representative shall provide on-site training of waterstop installation,field splicing,welding and inspection procedures prior to construction. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE MIXING,PLACING,JOINTING,AND CURING 03 31 31-12 SECTION 03 35 00 CONCRETE FINISHING AND REPAIR OF SURFACE DEFECTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Concrete finishing and repair of surface defects. 2. Chemical Sealers. 3. Polymer Modified Cementitious Coating. 4. Resurfacing Mortar. B. Related Specification Sections include but are not necessarily limited to: 1. Section 03 3130 -Concrete,Materials and Proportioning. 2. Section 03 31 31 -Concrete Mixing,Placing,Jointing and Curing. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Concrete Institute(ACI): a. CT,Concrete Terminology. b. 117,Specification for Tolerances for Concrete Construction and Materials. c. 303R,Guide to Cast-in-Place Architectural Concrete Practice. d. 308,Standard Practice for Curing Concrete. 2. ASTM International(ASTM): a. C 109,Standard Test Method for Compressive Strengthof Hydraulic Cement Mortars (Using 2-in.or 50-mm Cube Specimens). b. C150,Standard Specification for Portland Cement. c. C157,Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete. d. C309,Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete. e. C666,Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing. f. C779,Standard Test Method for Abrasion Resistance ofHorizontal Concrete Surfaces. g. C 1315,Standard Specification for Liquid Membrane-Fonning Compounds Having Special Properties for Curing and Sealing Concrete. h. D4258,Standard Practice for Surface Cleaning Concrete for Coating. i. D4259,Standard Practice for Abrading Concrete. j. El 155,Standard Test Method for Determining F(F)Floor Flatness and F(L)Floor Levelness Numbers. k. E1486,Standard Test Method for Determining Floor Tolerances Using Waviness, Wheel Path and Levelness Criteria. 3. International Concrete Repair Institute(ICRI): a. 310.2R,Selecting and Specifying Concrete Surface Preparation for Sealers,Coatings, and Polymer Overlays. 4. National Council Highway Research Program(NCHRP): a. 244,Concrete Sealers for the Protection of Bridge Structures. 5. The Society for Protective Coatings/NACE International(SSPC/NACE) a. SP 13/NACE No.6,Surface Preparation of Concrete. B. Qualifications: 1. Chemical Sealer CS-2: a. Applicator shallbe factory trained and approved,in writing,by the manufacturer to apply the product. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE FINISFQNG AND REPAIR OF SURFACE DEFECTS 03 35 00-1 b. Applicator shall have a minimum of five years of experience successfully applying materials specified. C. Mock-Ups. 1. General: a. Construct additional mock-ups as required until accepted. b. Mock-ups constitute minimum standard of quality for actual construction. c. Maintain mock-up during construction. d. Remove when directed by Engineer. 2. Construct mock-up for each type of wall finish specified for review and acceptance by Engineer. a. Minimum 4 x 4 feet area for each different wall finish specified. b. Mock-ups shall include: 1) Sample of patched tie hole. 2) Sample of all jointery being used in the walls. c. Include mock-up of wall having polymer modified cementitious coating. 1) Mock-up shall be stepped to show surface preparation,repairs and coating in all stages of application. d. Mock-up ofcolored concrete wall including area using colored patching mortar and colored tie hole patch for Engineer's review and acceptance. e. Mock-up may be built into permanent wall if approved in writing by the Engineer. 1) Mock-up area shall be readily identifiable during construction. 3. Construct mock-up floor slab for review and acceptance by Engineer. a. Minimum 10 x 10 feet. b. Include mock-up of troweled slab with Dry-shake Hardeners. c. Include mock-up of troweled slab with metallic aggregate topping. 1.3 DEFINITIONS A. Vertical Surface Defects: 1. Any void in the face of the concrete deeper than 1/8 inches,such as: a. Tie holes. b. Air pockets(bug holes). c. Honeycombs. d. Rock holes. 2. Scabbing: a. Scabbing is defect in which parts ofthe form face,including release agent,adhere to concrete. 3. Foreign material embedded in face of concrete. 4. Fins 1/16 inches or more in height. B. Installer or Applicator: 1. Installer or a pplicator is the persona ctually installing or applying the product in the field at the Project site. 2. Installer and applicator are synonymous. C. Other words and terms used in this Specification Section are defined in ACI CT. 1.4 SUBMITTALS A. Shop Drawings: 1. Product technical data including: a. Acknowledgement thatproducts submitted meet requirements ofstandards referenced. b. Manufacturer's installation instructions. 2. Certifications: a. Certification of aggregate gradation. b. Certification of manufacturer experience qualifications and performance history. c. Certification of applicator's qualifications. 1) Refer to Qua lifications paragraph. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE FINISFQNG AND REPAIR OF SURFACE DEFECTS 03 35 00-2 2) Provide manufacturer's written approval of applicators. 3) Provide references substantiating specialty experience. B. Informational Submittals: 1.5 DELIVERY,STORAGE,AND HANDLING A. Comply with manufacturer's recommendations and requirements for materials used. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with the Contract Documents,the following manufacturers are acceptable: 1. Bonding Agents: a. Master Builders Solutions. b. Euclid Chemical Co. c. Laticrete-L&M Construction Chemicals. 2. Chemical Sealers: a. Master Builders Solutions. b. Euclid Chemical Co. c. Laticrete-L&M Construction Chemicals. d. Tnemec Chemprobe. e. Sikaflex 3. Polymer Modified Cementitious Coating: a. Aquafin International. b. Master Builders Solutions. c. Euclid Chemical Co. 4. Patching Mortar: a. Master Builders Solutions. b. Euclid Chemical Co. c. Laticrete-L&M Construction Chemicals. d. Sika Corporation. 2.2 MATERIALS A. Chemical Sealer CS-3: 1. Clear,penetrating,breathable,waterborne silane-siloxane solution. 2. VOC content: <50 G/L. 3. Odorless. 4. Flash point: >200 degrees F. 5. Water absorption: 85%reduction per NCHRP 244. 6. Chloride penetration: 82%reduction per NCHRP 244. 7. Euclid Chemical Baracade WB 244. B. PatchingMortar: Trowelable cementitious repair mortar for vertical,overhead,and horizontal repairs. 1. Portland cement-based,rapid set repair mortar for interior or exterior use. 2. Compressive Strength,ASTM C109: a. Minimum 3000 psi at 7 days. b. Minimum 5000 psi at 28 days. 3. Freeze Thaw Durability,ASTM C666: 96.75%at 300 Cycles. 4. Shrinkage,ASTM C157: 0.069%. 5. Euclid Chemical Speed Crete Red Line. C. Bonding Agents: 1. For use only on concrete surfaces not receiving liquid water repellent coating: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE FINISFQNG AND REPAIR OF SURFACE DEFECTS 03 35 00-3 a. High solids acrylic latex base liquid for interior or exterior application as a bonding agent to improve adhesionand mechanical properties of concrete patching mortars. 1) Master Builders MasterEmaco A 660. 2) Euclid Chemical Co.Flex-Con. 3) Laticrete L&M Everbond. 2. For use only on concrete surface receiving liquid water repellent: a. Non-acrylic base liquid for interior or exterior application as a bonding agent to improve adhesion and mechanical properties of concrete patching mortars. D. Cement: 1. ASTM C150,Type II Portland for areas exposed to sewage. 2. ASTM C150,Type I Portland elsewhere. E. Aggregate: 1. Sand: Maximum size#30 mesh sieve. 2. For exposed aggregate finish surfaces: Same as surrounding wall. F. Water: Potable. G. Nonshrink Grout: See Specification Section 03 3130 and Specification Section 03 31 31. 2.3 MIXES A. Bonding Grout: One part cement to one part aggregate. B. Patching Mortar: 1. One part cement to 2-1/2 parts aggregate by damp loose volume. a. Substitute white Portland cement fora part of gray Portland cement to produce color matching surrounding concrete. PART 3 - EXECUTION 3.1 PREPARATION A. For methods of curing,see Specification Section 03 31 31. B. Surface Preparation: 1. Clean surfaces in accordance with ASTM D4258 to remove dust,dirt,form oil,grease,or other contaminants prior to abrasive blasting,chipping,grinding or wire brushing. 2. Prepare surfaces in accordance with ASTM D4259 and SSPC SP 13/NACE No.6 to completely open defects down to sound concrete and remove laitance. a. Provide concrete surface profile(CSP)in accordance with ICRI 310.2: 1) Areas to receive Repair Mortar: a) Areas larger than 1 SF or deeper than 1/4 inches Abrasive blast,scarify or needle scale to CSP No.6-8. b. If additional chipping or wire brushing is necessary,make edges perpendicular to surface or slightly undercut. c. No featheredges will be permitted. d. Rinse surface with clean water to remove all dust,dirt,debris,loosened concrete, laitance,and other contaminants. C. Preparation of Bonding Grout Mixture: 1. Mix cement and aggregate. 2. Mix bonding agent and water together in separate container in accordance with manufacturer's instructions. 3. Add bonding agent/water mixture to cement/aggregate mixture. 4. Mix to consistency of thick cream. 5. Bonding agent itself may be used as bonding grout if approved by manufacturer and Engineer. D. Preparation of Patching Mortar Mixture: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE FINISFQNG AND REPAIR OF SURFACE DEFECTS 03 35 00-4 1. Mix specified patching mortar per manufacturer's published recommendations. 2. For repairs exceeding 2 inches in depth,mix with clean,pre-dampened 3/8 inches pea gravel in accordance with the manufacturer's recommendations. E. Polymer modified cementitious coating: 1. Mix in accordance with manufacturer's recommendations using bonding agent acceptable to coating manufacturer. 3.2 INSTALLATION AND APPLICATION A. Do not repair surface defects or apply wall or floor finishes when temperature is or is expected to be below 50 degrees F. 1. If necessary,enclose andheat area to between 50 and 70 degrees F during repair of surface defects and curing of patching material. a. Use only clean fuel,indirect fired heating apparatus. b. Exhaust combustion byproducts outside of work area. B. Chemical Sealer Application: 1. General: a. Immediately prior to Substantial Completion,thoroughly clean floor in accordance with ASTM D4258 and prepare to receive chemical sealer. 1) Remove previously applied membrane curing compounds. 2) Remove soil,oils,stains,discoloration,or any other imperfection having a negative impact on the appearance of the finished floor. b. Apply product to floor areas indicated on the Drawings. c. Apply in accordance with manufacturer's published installation instructions. 2. Chemical Sealer(CS-1): a. Apply two uniform coats at rate recommended by manufacturer. 1) Apply using manufacturer's recommended equipment with a fan-tip nozzle. 2) Do not allow material to puddle. b. Allow first coat to completely dry before applying second coat. c. Spotted or mottled appearances will not be accepted. 3. Chemical Sealer(CS-2): a. Apply two uniform coats at rate recommended by manufacturer. 1) Scrub the material into the floor using a mechanical scrubber. a) Keep the surface wet for not less than 30 minutes. b) Continue scrubbing in accordance with manufacturer's application instructions. c) After material has thickened,butnotmore than 60minutes after application, remove all excess liquid. 2) Thoroughly rinse with clean water to remove all residue. a) Damp mop with clean water to remove any streaks. b) Do not allow residue to dry on floor surface. 3) Do not track material onto untreated surfaces. b. After rinsing,allow floor to dry completely and apply second coat following the same procedures. c. Fina I floor finish shall have uniform sheen without streaking,stains or white residue. 4. Chemical Sealer(CS-3): a. Apply uniform coats at rate recommended by manufacturer. 1) Apply with fine,uniform spray or microfiber pad. b. Allow floor to dry completely and remove any dried residue using hot water and mild citric acid. c. Final floor finish shall be uniform,free of residue,and shall repel water. d. Apply additional coat(s)as necessary to achieve water repellent finish. C. Repairing Surface Defects: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE FINISFQNG AND REPAIR OF SURFACE DEFECTS 03 35 00-5 I. This method is to be used on vertical concrete surfaces as indicated in the Concrete Finishes for Vertical Wall Surfaces paragraph of this Specification Section and similar concrete surfaces not otherwise specified to receive another finish or coating. a. For surfaces indicated to receive finish or coating other than those specified herein;refer to the applicable Specification Section for surface preparation requirements: 1) Fluid Applied Waterproofing: See Specification Section 07 14 00. 2) High Performance Industrial Coatings: See Specification Section 09 96 00. 2. Fill and repair surface defects and tie-holes using patching mortar mix specified in the MATERIALS Article in PART 2. a. Prime exposed reinforcing steel,embeds or other steel surfaces with primer as recommended by patching mortar manufacturer. b. Scrub bond coat: 1) Wet substrate to a saturated surface dry(SSD)condition. 2) Mix patching mortar to a scrub coat or slurry consistency per manufacturer's published recommendations and apply to entire area. c. As an alternate to thescrub bond coat,concrete may be primed with manufacturer's recommended epoxy primer. d. Patching Mortar Application: 1) Mix and apply Patching Mortarpermanufacturer's recommendations within the open time of the product scrub coat or any bonding agents. 2) Finish to level of surrounding concrete surface utilizing techniques recommended by manufacturer. 3. Consolidate patchingmortar into place and strike off so as to leave patch slightly higher than surrounding surface. 4. Leave undisturbed untilmortarhas stiffenedbefore finishing level with surrounding surface. a. Do not use steel tools in finishing a patch in a formed wall which will be exposed to view. 5. Cure patching mortar in accordance with ACI 308. D. Concrete Finishes for Horizontal Slab Surfaces: 1. General: a. Tamp concrete to force coarse aggregate down from surface. b. Screed with straightedge,eliminatehigh and lowplaces,bring surface to required finish elevations; slope uniformly to drains. c. Dusting of surfacewith dry cement or sand during finishing processes not permitted. 2. Unspecified slab finish: a. When type of finish is not indicated,use following finishes as applicable: 1) Surfaces intended to receive bonded applied cementitious applications: Scratched finish. 2) Exterior slabs,sidewalks,platforms,steps and landings,andramps,not covered by other finish materials: Broom finish. 3) All slabs to receive a floated finish before final finishing. 3. Scratched slab finish: After concrete has been placed,consolidated,struck off,and leveled to a Class B tolerance,roughen surface with stiff brushes or rakes before final set. 4. Floated finish: a. After concrete has been placed,consolidated,struck off,and leveled to a Class B tolerance,do no further work until ready for floating. b. Begin floating when water sheen has disappearedand surface has stiffened sufficiently to permit operations. 1) Use wood or cork float. c. During or after first floating,check planeness of entire surface with a 10 feet straightedge applied at not less than two different angles. 5. Cut down all high spots andfill all low spots to produce a surface with Class B tolerance throughout. a. Refloat slab immediately to a uniform texture. 6. Troweled finish: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE FINISHING AND REPAIR OF SURFACE DEFECTS 03 35 00-6 a. Float finish surface to true,even plane. b. Power trowel,and finally hand trowel. c. First troweling a fterpower troweling shall produce a smooth surface which isrelatively free of defects,but which may still show some trowel marks. d. Perform additional trowelings by hand after surface has hardened sufficiently. e. Final trowel when a ringing sound is produced as trowel is moved over surface. f. Thoroughly consolidate surface by hand troweling. g. Finish in accordance with theFIELD QUALITY CONTROL Article in PART 3 of this Specification Section. 1) Leave finished surface essentially free of trowel marks,uniform in texture and appearance. h. On surfaces intended to support floor coverings,remove any defects that would show through floor covering. 7. Broom Finish: a. Provide broom finish for the following concrete surfaces: 1) Concrete surfaces subject to precipitation,including concrete paving that will be transitedby vehicles,stoops,stairs,landings,horizontal concrete surfaces intended for pedestrian traffic(including surfaces that will feature handrails,railings,or guardrails),sidewalks,andhorizontal surfaces of cast-in-place concrete retaining walls. b. Immediately afterrequired float finish is provided,provide scored texture of concrete surface by drawing coarse,stiff-bristled broom across surface. c. Provide broomed finish in transverse direction to intended traffic,unless expressly required otherwise elsewhere in the Contract Documents. d. Amplitude: 1/16-inch. e. Uniform spacing. Noticeable spacing between broom strokes is unacceptable. 8. Underside of concrete slab finish: a. Match finish as specified for adjacent vertical surfaces. b. If more than one finish occurs immediately adjacent to underside of slab surface, provide surface with most stringent formed surface requirement. 3.3 FIELD QUALITY CONTROL A. Unacceptable finishes shallbe replacedor,if approvedin writingby Engineer,maybe corrected provided strength and appearance are not adversely affected. 1. High spots to be removed by grinding and/or low spots filled with a patching compound or other remedial measures to match adjacent surfaces. B. Provide services of manufacturer's technical representative: 1. A certified manufacturer's representative experienced in the use of the products used shall be present on afull-time basis to observe and oversee all operations associated with the installation. 2. Contractor,along with manufacturer,shallbe fully responsible for the proper application, including all means and methods incidental thereto necessary for a sound,secure and complete installation. 3. Manufacturer's representative shall be present for installation of: a. Dry-shake Hardener. b. Heavy-duty Metallic Aggregate Topping. 3.4 PROTECTION A. All horizontal slab surfaces receiving chemical sealer shallbe kept free of traffic and loads for minimum of 72 hours following installation of sealer. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CONCRETE FINISFQNG AND REPAIR OF SURFACE DEFECTS 03 35 00-7 F)� DIVISION 26 ELECTRICAL SECTION 26 05 43 UNDERGROUND WORK FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Material and installation requirements for: a. Underground conduits and ductbanks. B. Related Specification Sections include but are not necessarily limited to: 1. Division 03 -Concrete. 2. Section 03 00 05 -Concrete. 3. 4. Section 03 35 00-Concrete Finishing and Repair of Surface Defects.Section 10 14 00 - Identification Devices. 5. Section 26 05 26 -Grounding. 6. Section 26 05 33 -Raceways and Boxes for Electrical Systems. 7. Section 3123 33 -Trenching and Backfilling. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Association of State Highway and Transportation Officials(AASHTO): a. HB-17,Standard Specifications for Highway Bridges. 2. ASTM International(ASTM): a. A536,Standard Specification for Ductile Iron Castings. 3. National Fire Protection Association(NFPA): a. 70,National Electrical Code(NEC). 4. Society of Cable Telecommunications Engineers(SCTE): a. 77,Specifications for Underground Enclosure Integrity. 1.3 DEFINITIONS A. Direct-Buried Conduit(s): 1. Individual(single)underground conduit. 2. Multiple underground conduits,arranged in one or more planes,in a common trench. B. Concrete EncasedDuctbank: An individual(single)or multiple conduit(s),arranged in one or more planes,encased in a common concrete envelope. 1.4 SUBMITTALS A. Shop Drawings: 1. Product technical data: a. Provide submittal data for all products specified in PART 2 of this Specification Section. b. Provide signed and sealed design computations for manholes andhandholes indicating compliance with design load rating. 2. Fabrication and/or layout drawings: a. Provide dimensional drawings of each manhole and handhole indicating all specified accessories and conduit entry locations. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design UNDERGROUND WORK FORELECTRICAL SYSTEMS 260543-1 PART 2- PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with the Contract Documents,the following manufacturers are acceptable: 1. Prefabricated composite handholes: a. Armorcast Products Company. b. Quazite by Hubbell. c. Synertech by Oldcastle Enclosure Solutions. 2. Precast manholes and handholes: a. Lister Industries Ltd. b. Oldcastle Enclosure Solutions. c. Jensen Precast and Utility Concrete Products. 3. Manhole and handhole and ductbank accessories: a. Cantex,Inc. b. Condux International,Inc. c. Neenah Enterprises,Inc. d. Prime Conduit. e. Thomas and Betts. f. Underground Devices,Inc. g. Unistrut by Atkore International,Inc. 2.2 UNDERGROUND CONDUIT AND ACCESSORIES A. Concrete and reinforcing steel: See Division 03 Specifications. PART 3 - EXECUTION 3.1 INSTALLATION OF UNDERGROUND ELECTRICAL SYSTEMS-GENERAL A. Drawings indicate the intended location and routing direct buried conduit. 1. Field conditions may affect actual routing. B. Install products in accordance with manufacturer's instructions. C. Comply with Specification Section 3123 33 -Trenching and Backfilling. 3.2 UNDERGROUND CONDUITS A. General Installation Requirements: 1. Do not place concrete or otherrequired fill materials until conduits have been observed by Engineer. 2. During construction and after conduit installation is complete,plug the ends of all conduits. 3. Provide conduit supports and spacers. a. Place supports and spacers for rigid nonmetallic conduit on maximum centers as indicated for the following trade sizes: 1) 1 inches and less: 3 feet. 2) 1-1/4 to 3 inches: 5 feet. 3) 3-1/2 to 6 inches: 7 feet. b. Place supports and spacers forrigid steel conduit on maximum centers as indicated for the following trade sizes: 1) 1 inches and less: 10 feet. 2) 1-1/4 to 2-1/2 inches: 14 feet. 3) 3 inches and larger: 20 feet. c. Securely anchor conduits to supports and spacers to prevent movement during placement of concrete or other required fill materials. 4. Stagger conduit joints at intervals of 6 inches vertically. 5. Make conduit joints watertight and in accordancewith manufacturer's recommendations. 6. Furnish manufactured elbows at end of runs as the conduit transitions to above grade. 10398893 City offort Collins Cathodic Protection Renewal-90%Design UNDERGROUND WORK FORELECTRICAL SYSTEMS 260543-2 a. Minimum radius of18 inches for conduits less than 3 inches trade size and 36 inches for conduits 3 inches trade size and larger. 7. Field cuts requiring tapers shall be made with the proper tools and shall match factory tapers. 8. After the conduit run has been completed: a. Prove joint integrity and test for out-of-round duct by pulling a test mandrel through each conduit. 1) Test mandrel: a) Length: Not less than 12 inches. b) Diameter: Approximately 1/4 inches less than the inside diameter of the conduit. b. Clean the conduit by pulling a heavy duty wire brush mandrel followed by a rubber duct swab through each conduit. 9. Pneumatic rodding may be used to draw in lead wire. a. Install a heavy nylon cord free of kinks and splices in all unused new ducts. b. Extend cord 3 feet beyond ends of conduit. 10. Transition from rigid nonmetallic conduit to rigid metallic conduit,per Specification Section 26 05 33,prior to entering a structure or going above ground. a. Except rigid nonmetallic conduit maybe extended directly to manholes,handholes,pad mounted transformer boxes and other exterior pad mounted electrical equipment where the conduit is concealed within the enclosure. b. Terminate rigid PVC conduits with end bells. c. Terminate steel conduits with insulated bushings. 11. Place warningtapein trench directly over direct-buried conduit,and direct-buried wire and cable in accordance with Specification Section 10 14 00. B. Direct-Buried Conduit(s): 1. Install so that the top of the uppermost conduit,at any point: a. Is not less than 30 inches below grade. b. Is below pavement sub-grading. 2. Provide a uniform minimum clearance of 3 inches between conduits. a. Maintain the separation of multiple planes ofconduits by one of the followingmethods: 1) Provide multilevel conduits with conduit supports and separators to maintain required separations andbackfillwith flowable fill in accordance withSection 31 23 33 —Trenching and Backfilling or concrete in accordance with the Specifications of Division 03 -Concrete. 2) Install multilevel conduits one level at a time. a) Each level shall be backfilled with required materials and compacted in accordance with Section 3123 33—Trenching and Backfilling,while maintaining required separations. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design UNDERGROUND WORK FORELECTRICAL SYSTEMS 260543-3 SECTION 26 42 14 CATHODIC PROTECTION SYSTEM - IMPRESSED CURRENT PART 1 - GENERAL 1.1 DESCRIPTION A. This section includes the procurement,installation,and testing ofa cathodic protection system utilizing an impressed current system(s). 1.2 RELATED WORK SPECIFIED ELSEWHERE A. 3123 33 Trenching and Backfill B. 03 00 05 Concrete 1.3 REFERENCE SPECIFICATIONS,CODES,AND STANDARDS A. American Concrete Institute(ACI) 1. 229R Report on Controlled Low-Strength Materials B. American National Standards Institute (ANSI) 1. C80.1 Electric Rigid Steel Conduit C. American Petroleum Institute(API) 1. 1. 13A Section 9 Specification for Drilling Fluid D. American Society for Testing and Materials(ASTM) 1. B3 Soft or Annealed Copper Wire 2. B338 Seamless and Welded Titanium and Titanium Alloy Tubes for Condensers and Heat Exchangers 3. B8 Concentric-Lay-Stranded Copper Conductors,Hard,Medium-Hard,or Soft 4. C94 Ready Mix Concrete 5. D1248 Standard Specification for Polyethylene Plastics Extrusion Materials for Wire and Cable 6. D3032 Standard Test Methods for Hookup Wire Insulation 7. F480 Standard Specification for Thermoplastic Well Casing Pipe and Couplings Made in Standard Dimension Ratios(SDR),SCH 40 and SCH 80 8. Association for Materials Protection and Performance AMPP(fonnerly NACE Intemational 9. SP0100 Cathodic Protection to Control External Corrosion of Concrete Pressure Pipelines and Mortar-Coated Steel Pipelines for Water or Waste Water Service 10. SP0169 Control of External Corrosion on Underground or Submerged Metallic Piping Systems 11. SP0286 Electrical Isolation of Cathodically Protected Pipelines 12. SP0572 RecommendedPractice for Design,Installation,Operationand Maintenance of Impressed Current Deep Ground beds 13. TMO113 Standard Test Method Evaluating the Accuracy of Field-Grade Reference Electrodes 14. TM0497 Measurement Techniques Related to Criteria for Cathodic Protection on Underground or Submerged Metallic Piping Systems E. National Electrical Manufacturer's Association (NEMA) 1. 250 Enclosures for Electrical Equipment(1000-Volts Maximum) 2. FU 1 Low Voltage Cartridge Fuses 3. ST 1 Specialty Transformers 4. ST20 Dry Type Transformers for General Applications 5. TC 2 Electrical Polyvinyl Chloride(PVC)Tubing and Conduit. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-1 6. TC 3 Polyvinyl Chloride(PVC)Fittings forUse with Rigid PVC Conduit and Tubing F. National Fire Protection Association (NFPA) 1. 70NationalElectTic Code G. Colorado Division of Water Resources Department of Natural Resources 1. GWS-01—GWS-78Water Well Permitting 2. 2 CCR 402-2 Construction Rules 3. Title 37 Article 91 Water Well Installation Licensing H. Underwriters Laboratories,Inc.(UL) 1. 6 Electrical Rigid Metallic Conduit,Steel 2. 83Thermoplastic-Insulated Wires and Cables 3. 467 Grounding and Bonding Equipment 4. 486A Wire Connectors and Soldering Lugs for Use with Copper Conductors 5. 489 Molded-Case Circuit Breakers and Circuit-Breaker Enclosures 6. 506 Specialty Transformers 7. 510 Polyvinyl Chloride,Polyethylene and Rubber Insulating Tape 8. 514 Outlet Boxes and Fittings 9. 651 Sch.40 and Sch. 80 Rigid PVC Conduit 1.4 GENERAL REQUIREMENTS A. The Plans indicate the general arrangement of the cathodic protection facilities to be constructed. Where no dimensions are indicated on the Plans,the locations of anodes,cathodic protection test stations,rectifiers,and conduits may be changed up to 5-feet without the approval of the Engineer to avoid interference with other utilities and unforeseen obstacles.Where specific dimensions are shown on the Plans,orwhere proposed changes are greater than 5-feet,written approvalby the Engineer is required.Where applicable,materials and equipment shall bear evidence ofUL approval and conform to the requirements of all applicable federal,state and local laws,codes,and regulations. 1.5 SUBMITTALS A. Contractor shall apply and secure well permitting and any applicable licensing for drilling, construction,and finishing wells required forthis proj ect.Supplynotice of payment,application, approval,permits and licensing from regulatory agency and board prior to start of work. B. Proposed alternate anode installation methods,proposed alternate testing methods,proposed alternate cathodic protection system startup procedure. C. Manufacturer's information for each item listed below.Include sufficient information to show that the materials meet the requirements provided herein,including references to specific sections and details shown on the Plans. 1. Impressed Current Anodes 2. Cathodic Protection Rectifiers 3. Coke Backfill 4. Anode Vent Pipe 5. Anode Centralizer 6. Deep Anode Hole Concrete Sealing Materials 7. Deep Anode Hole Bentonite Sealing Material 8. Anode Junction Box 9. Shunts 10. Concrete D. Anode drillinglogs: Geological conditions andresistance logs of eachdeep anode hole shall be prepared. E. As-builts of installed system including dimensions as needed to locate facilities.Properly identify all items of equipment and material.Show the exact locations of all buried wires, 10398893 City offort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-2 rectifiers,anode beds,and CP test boxes using dimensional ties to existing structures or survey monuments. F. Cathodic Protection System Activation Report.Report shall be signed and certified by the Corrosion Engineer stating that the corrosion protection criteria in this specification have been met followingthe complete construction and activation of the cathodic protection system(s). Certificationby the Corrosion Engineer stating that the corrosion protection criteria in these specifications have been met. G. Notifications: 1. Provide five days writtennotice to the Engineerand Fort Collins Utilities before testing of reference electrodes to allow tests to be witnessed. 2. Provide five days written notice to the Engineer and Fort Collins Utilities before drilling, logging,and installing the anodes within a deep anode bed to allow final location to be verified and tests to be witnessed. 3. Provide two days prior written notice to the Engineer and Fort Collins Utilities before ba ckfilling around anodes,wires,and welded wire-to-pipe connections to verify that anodes, buried pipe lead wires,and anode lead wires are properly installed and identified. 4. Provide two days priorwritten notice to the Engineer and Fort Collins Utilities before the removal and relocation of the existing equipment. 5. Provide a minimum of five days advance written notice to the Engineer and Fort Collins Utilities before testing ofthe corrosion protection facilities to allow for coordination and observance of tests. 1.6 QUALITY ASSURANCE A. The criteria used to indicate adequate corrosion protection of the C303 bar wrapped PCCP pipeline shall be in accordance with NACE Standard SPO 100.Testing of structure-to-soil potentials shall be in accordance with NACE TM0497. B. The installation and operation ofthe cathodic protection system's electrical components shall conform to the National Electrical Code,applicable local codes,and the Recommended Practices of NACE Standards SP0169/SPO 100 and SP0572. C. Provide allmaterials,equipment,labor,and supervision necessary for the completion of all installations. D. Cathodic protection anode beddrillers must have completed the installation of a minimum of five successful cathodic protection projects greaterthan 100-feetdeep andmust possess a valid Colorado Well Driller's License. E. Maintain recorddrawings forthecathodic protection system throughout the installation of the equipment.Properly identify all items of equipment and material.Show the exact locations of all rectifiers,anodes,buried wires,and CP test boxes using dimensional ties to existing structures or survey monuments.Recordallchanges by using a red pen or red pencil on full size drawings. PART 2 - MATERIALS 2.1 GENERAL A. All materials to be installed shallbe new and comply with the regulations and codes as specified in Article entitled"Reference Specifications,Codes,and Standards"herein.Nothing in the Drawings and Specifications shall be construed as permitting work not conforming to these regulations and codes.Where above mentioned regulations and codes allow smaller size or lower grade materials,these Drawings and Specifications shall have precedence. B. Products used in the work shallbe produced by manufacturers regularly engaged in the manufacture of similar items. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-3 C. Where materials are not specified,the Contractor shall provide corrosion-resistant materials suitable for long-term service life in the conditions and locations of the site. 2.2 IMPRESSED CURRENT ANODES A. Mixed Metal Oxide Anodes 1. Mixed metal oxide(MMO)anodes substrate shallbe tubular high purity titanium meeting the requirements of ASTM B338 Grades 1 or 2. 2. The titanium substrate shallbe coatedby thermal decomposition ofmixed metal oxide salts of the platinum group ofinetals to produce a crystalline,anhydrous,acid resistant coating that is highly conductiveto anodic current flow.The thickness of the mixed metal oxide coating shallbe designedby the manufacturer using empirical accelerated life testing to be capable ofsustaininga 100 ampere per square meteranodic current density in an oxygen- generating electrolyte at 150 degreeF fora period of not less than 20 years.A copy of an independent testing laboratory's report to certify the conformance of the anodes to the preceding requirement shallbe furnished,upon request,to the Engineer at no extra cost. 3. The tubular mixed metal oxide anodes shall have a diameterof 1.22-inches,and a length of 48-inches. 4. Use ELTECH Tubular Lida Anodes or TELPRO Tubular MMO Anodes or equal. B. Anode Quantity,Weight and Dimensions: The diameter,length,type,and quantity of the impressed current anodes shall be designed such that they are capable of continuously discharging the rectifier's full rated capacity for a minimum period of 20 years. C. Anode Lead Wire: 1. Conductor shall be annealed,uncoated stranded copper.Wire sizes shall be based on AmericanWire Gage(AWG)and conformto therequirements of NEC.Copper wire shall be in conformance with ASTM B3 and B8. 2. The MMO anode lead wire shall be minimum No. 6 AWG. 3. Wire insulation shall be dual layer insulation black or red in color.The primary inner insulation shallbe a minimum 20-mil thick chlorine gas resistant ethylene- chlorotrifluoro ethylene(ECTFE)fluoropolymer(A.K.A.Halar)extruded insulation.The outer insulation layer shall be 65-mil thick high molecular weight polyethylene extruded insulation conforming to ASTM D 1248,Type 1,C1assA,Category 5,Grades E4 and E5. 4. Wire Connection: The lead wire to anode connection shall be factory assembled by a company regularly engagedin the manufacture of cathodic protection impressed current anodes.The lead wire shall be center connected using a permanent compression type connector,whichprovides an electrical contact resistance less than 0.02 Ohms.After the center connection is made andtested for electricalresistance,the internal area ofthetubular anode shallbe completely filled on both ends with an electrical potting compound so as to achievea durable watertight connection.Provide a 12-inch long protective Teflon tube around the wire and embed it 2-inches into the electrica I potting compound. 5. Wire Length: Anode lead wires shallbe sufficiently long to reach the anode junction box without splicing.An estimated length for each anode bed installation is listed in DRAWINGS(Plans)and is not less than 3000 feet long.Buried splices in anode wires are not permissible. 6. Anode wires with the attached anode shallbe shipped to the site with the wire wound on a reel.The minimum core diameterof the reel shallbe 5 1/2 inches.Theanodewire insulation shall be free of surface damage such as nicks,abrasions,scratches,etc.,in all respects throughout the entire length of the wire.Precaution shall be taken during fabrication, transportation,and installation of the anodes to see that the wire is not kinked or sharply bent.Bends sharper than 5 1/2 inches in radius are not permissible 2.3 ANODE CENTRALIZER A. A centralizing device shallbe attached at the center of allimpressed current anodes installed in coke backfill.The centralizer shall be designed to hold the anode awuy from the vent pipe and sides of the drilled hole so that there is a minimum one inch thick layer of coke backfill 10398893 City offort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-4 surrounding all surfaces of the anode.The centralizer shall be constructed of carbon steel as shown in the Plans. 2.4 CATHODIC PROTECTION RECTIFIERS A. General: The reuse of the existing rectifiers located within a City of Fort Collins Water Treatment Facility is anticipated. Access to these units are to be coordinated with the City of Fort Collins and be personnel trained and authorized to do so. B. Anode Junction and electrical service box Post C. The framing for mounting the AC circuit breaker and anode junction box shall be unistrut suitable to support weight load with minimal deflection. 2.5 COKE BACKFILL A. Calcined petroleum coke with carbon contentnot less than 99percent The product shall be free of dust. B. Approved manufacturers: Loresco International of Hattiesburg,MS and Asbury Carbon of Asbury,NJ C. Fine Spherical Grained Coke Backfill: Use fine spherical grained coke for mixed metal oxide anodes.The bulk density shallbe between 60 and74 pounds per cubic foot.The grains shall be spherica Ito prevent bridging problems associated with installations into deep anode groundbeds. The grain size shallbe such that90 percent will pass through a No.4 screen and greaterthan 80 percent shallbe retained on a 20 mesh screen.The electrical resistivity shallbe less than or equal to 0.03 Ohm cm when compressed at 150 pounds per square inch.The carbon content as measuredby the"loss of ignition method"shallbe minimum 99.9 percent.The coke backfill shall be Asbury Carbon No.4518,or equal. 2.6 SAND A. Graded coarse sand meeting ASTM 33.Product shall be washed,dried and sanitized. 2.7 ANODE BED CASING PIPE A. Casing pipe shall be 10-inch diameter SCH 40 PVC pipe conforming to ASTM DI 785 1. 10.75-inch OD 2. 10,02-inch ID 2.8 ANODE VENT PIPE A. Anode ventpipe shall be 2-inch diameter SCH 40 PVC pipe conforming to NEMA TC 2 for conduit and TC 3 for fittings with slots cut in the vertical direction.The slots shallbe 0.006-inch wide by 1.50-inches long as measured on the inside diameter of the pipe.The slots shall be regularly spacedon thepipe in three columns with 1-inch of solid pipe between each open slot (measuredalong the axis of the pipe)to provide 360-degrees ofvent every 6 inches of vent pipe. The vent pipe to haveflush threaded joints perASTM F480 or solvent welded slip fit joints with reinforcement screws to be allowed. Seal the bottom end of the vent pipe with an end cap. Temporarily sealthe top end ofthe ventpipe with duct tape during the anode bed installation work to prevent contamination ofthe inside ofthe ventpipe.The ventpipe shallterminate above grade with an inverted U-neck and insect filter. 2.9 COVER,DEEP ANODE A. Cover and frame to be 10-inch standard heavy-duty cast-iron valve box for high-load environments with flanged base. B. Deep anode bed cover and frame to be Bingham and Taylor,Mark V or equal. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-5 2.10 DEEP ANODE HOLE CONCRETE SEALING MATERIALS A. Concrete shallbe per Section 03 00 05. 2.11 DEEP ANODE HOLE BENTONITE SEALING MATERIAL A. The bentonitewell sea ling material shall be naturally occurring Wyoming sodium bentonite clay mined from specially selected ore bodies,which exhibit a high swelling capability.It shall be specifically manufactured tocreatea stable,permanent,below-grade seal in monitoring wells and water wells. B. The bentoniteparticles shallhave a minimum bulk density of 68.8 lb/cf and be size graded so that 100 percent ofthe particles pass through a 3/8-inch screenandallthe particles are retained on a 1/4-inch screen. C. The bentoniteproduct shallbe certified by NSF International(formerly the National Sanitation Foundation)for use in the construction of potable water wells. D. The bentonite well sealing material shall be Falcon Services Ltd.'s"HOLEPLUG-SIZE 3/8 INCH CHIPS,"Falcon"BARIOD BENTONITE PELLETS -SIZE 3/8 INCH,"or equal. 2.12 PIPE LEAD AND BONDWIRE A. Existingpipe lead wire and pipe joint bond wires are anticipatedto be reused and are currently functioning adequately. B. CONNECTORS C. Cable connectionlugs forrectifiers,resistorand anodejunction boxes shallbe constructed from high conductivity high strength copperalloy suchas Ilsco Type SLU or CP(-250 or sized for a single conductor)orLU2 orMU 2(sized for duel conductors),orequal.Cable connection lugs shallnot have any aluminum or steel subcomponents.All current carrying bolts and hardware shall be copper alloy. D. ANODE JUNCTION BOX E. Junctionboxes shallbe UL listed enclosures andhave dimensional and electrical stability over the environmental range it will be exposed.Junction boxes shall not rust,corrode,shatter,peel or absorb water.Cabinet shallhavea stainless steel lockable quick release hasp and stainless steelhinged andrain-tight cover.Junction box shall have dimensional and electrical stability from minus 76 degree F to plus 274 degreeF and be stable under ultraviolet exposure.Junction boxes shall be Stahlin or equal. F. Each CP JunctionBox shall include a cross-laminated phenolic terminal board with a minimum thickness of 1/4-inch.The terminalboard shall contain individual lugs foreachwire enteringthe test station or junction box. G. Anode JunctionBox Shunts: The shuntresistance shallbe such that a 5 Amp current causes a voltage drop of 50 millivolts(i.e.0.0 1 ohms).Shunts shallbe#12 manganin wire style such as the Holloway Type RS. H. Slide Resistors: Not Required. I. Wire and cable identification markers.Provide a durable wire identification tag for each cable. Acceptable options include tags or other wire label system. 2.13 PLASTIC WARNING TAPE A. Plastic warning tape for horizontal runs of buried leads in open-cut cable trenches shall be a minimum of4 mils thick and 6-inches wide,inert yellow plastic film designed forprolongeduse underground.The tape shall have the words,"CAUTION CATHODIC PROTECTION CABLE BELOW,"or similar,clearly visible in repeating patterns along its entire length. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-6 2.14 CONCRETE A. Concrete used for rectifier and cathodic protection test station insta Rations shaUbe per Section 03 00 05. PART 3 - EXECUTION 3.1 REUSE OF RECTIFIERS A. Coordinate access to existing rectifier with the City of Fort Collins. 3.2 DEEP ANODE BED HOLE DRILLING A. Forpurposes of this specification,theterms"Deep Anode Groundbed"and"Deep Well Anode" are used synonymously to refer to a hole drilled to a depth of 50-feet or greater into which cathodic protection anodes are lowered and backfilled. B. If required by local or state law obtain a cathodic protection well drilling permit and pay all permit fees.A copy of the permit shall be submitted to the Engineer a minimum of 30 days before drilling commences. C. The contractoris responsible to ensure that the deep anode bed installation is constructed in accordancewith the Colorado Department ofNatural Resources—Division of WaterResources. D. Drill the deep anode hole where shown andto the depth indicated on the Plans.Unless otherwise shown on the Plans,the standard anode hole shall be a minimum 10--inch diameter.The anode hole shallbe drilled sufficiently straight and true to allow the anodes to be installed without binding or straining the anode cables.If using rotary tricone drilling bit equipment,select the type and consistency of drilling fluids to be consistent with the soil characteristics. E. The term"hardrock"is definedin this specification(for the purpose of deep anode bed hole drilling only)as a condition where a drilling rig in good working condition experiences an average drillingrate of less than or equal to 1-foot in 12 minutes for a minimum continuous period of one hour(i.e.less than 5-feet in 60 continuous minutes)while operating with a minimum down hole drillbit pressure of 50 percentof theequipment's full rating.If hard rock drilling conditions are encountered before drillingto the depth onthe Plans,notify the Engineer and Owner immediately. F. Optional Steel Well Casings: The use of temp orary steel well casings maybe necessary to hold the hole open depending of the soil characteristics and the type of drilling equipment used.If steel casings are used,no portion of the steel casing maybe left in the top"Inactive or Non- Active Zone"of the anode bed upon completion. 3.3 ANODE WIRE CONNECTION TEST A. Measure andrecordthe resistance between each anode and the end of its lead wire using the appropriate Resistance Meter and the four-wire resistance technique. B. Anode Wire Resistance Test: This test must be performed with the anode wire uncoiled from the manufacturer's wire spools in order to avoid measurement error due to the electrical reactanceof coiled wire.Perform this test byconnectingthe meter's P1 and C 1 terminals to the end of the anode wire and then connecting the meter's P2 and C2 terminals to theanode using a pairof sturdyclamps orvise grips.Make thesetwo temporary connections tothe tubular anode directly overthe internalwire connection.Verify the anode-wire connection resistances are less than 0.05 Ohms,or less than the manufacturer's stated connection resistances,whichever value is greater.Record the resistance readings and submit to the Engineer. 3.4 ELECTRICAL LOGGING OF DEEP ANODE HOLES A. Electrical Resistivity Log: After the final hole depthis achievedand the drilling mud has been thinned out,logthe electrical resistivity ofthe hole usinga test anode or pipe not more than 5- 10398893 City offort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-7 feet long.If the hole was drilled without drilling mud,fill the hole with potable water and maintain the water level above minus 10-foot elevation during this test.Measure the resistance between the test anode and electrically remote soil starting atthe top ofthe hole and at 10-foot intervals to thebottomofthe hole.Perform the resistance measurements using the three wire method and an appropriate Resistance Meter. B. Electrical Resistivity Log Procedure: Perform this test by hammering into the ground two steel survey stakes to a minimum depth of 12-inches below grade.Pour a minimum 1/2 gallon of water onthe soil around each survey stake.The farthest survey stake shallbe located five times the anode hole depth away from the anode hole(electrically remote).The second survey stake shallbe located 62 percentof this distance away.The two survey stakes and the anode hole shall lie in a straight line. C. Connect themeter's PI andCI terminalsto the endof the test anode wire.Using two long wire reels,connect themeter's P2 terminal to the nearest survey stake and the C2 terminal to the farthest survey stake.Connect the C2 terminal to the farthest survey stake using a minimum No. 14 AWG wire.Operate the meter to obtain the resistance reading at each ten-foot depth increment.Record these readings and submit to the Engineer. 3.5 ANODE INSTALLATION IN DEEP ANODE HOLES A. Before lowering the anodes into the hole,carefully examine the wire insulation on each anode. Damaged anodes or anode cables with cracks,entrapped air bubbles,inclusions or other defects shall not be used.Defective anodes shall be removed from the work site no later than the conclusion of the workday.Label the anode wires with colored tape or paint to mark the intended final depth.Use additional colored tapeorpaintto mark the wires in two increments of 10-feet above and below the intended installation depth. B. The final installed depthof the anodes shallbe as shown in the Plans.Variances with the depths as shown on the Plans may be made with the Engineer's approval based on the electrical resistivity log of the hole.Anodes shallnot be closer together than 3-feet(end to end)nor shall they be located orextendup outof the"Active Anode Zone"shown on the Plans.Contractor shall record the final installed depth of each anode and submit it to the Engineer. C. Anode Wire Length: Supply anodes with sufficient wire lengths to run continuous from the installed anodedepthto the anode junction box without anysplices.If an alternate anode hole locationis shown on the Plans(where hard rock drilling conditions are expected),supply the anodes with sufficient lengthto be installed in the anodehole farthest from therectifier.Exercise extremecare notto damage the anode wire insulation during the entire installation procedure. No splices are allowed in the anode wires. D. Installing Anodes: Attach the first anode to a centralizerusinga stainless steel hose type clamp. Next attachthe first section of slotted 2-inch diameter SCH 40 Anode Vent Pipe to the same centralizer. E. Lowerthe anode ventpipe/anode/centralizer assembly into the hole the appropriate distance until the next anode and centralizer distance is reached. Secure the downhole assembly by wrappingthe anode lead wires around a smoothpipe no smaller than 6-inches in diameter.Do not kink or tightly bend the anode wires around anything smaller than a 6-inch diameter smooth rigid surface.Do not tie knots with the anode lead wires. F. Assemble the nextanode and centralizerto the downhole column andlower into hole.Assemble the next section of anode vent pipe by threading it on to the downhole section. G. Anode Wire Identity:As the anodes are lowered into the hole,label each wire.Label the first anode in the hole as Anode No. 1 and so on.Preserve the wire identities until all the anodes wires are secured to the numbered shunts inside the rectifier enclosure. H. Temporary Anode Wire Protection: Coil the anode wires into a neat bundle and provide complete physical protection bycoveringthem with sand bags offto the side of the anode bed. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-8 3.6 COKE INSTALLATION IN DEEP ANODE HOLES A. Afterallthe anodes and vent pipe are in place in the deep anode hole,but before any coke backfill is added,measure the resistance to remote soil of each anode in the same manner described in the paragraph entitled"ELECTRICAL LOGGING OF DEEP ANODE HOLES". B. Bottom Pumping Installation Method: This method is recommended butnot mandatory.Install the coke in slurry form with a tremie pipe by pumping it into the bottom of the hole first.Do not extend coke higher than 15 feet above the top of the top anode. C. Top Loading Installation Method: Ifthis method is used,careful attention must be paid towards avoidance ofcoke plugs which could bridge the hole andprevent the complete encapsulation of the anodes by the coke.Install the coke bypouring it into the hole from the top.Thoroughly wet the coke as it is addedto aidin the settling process.Do not extendthe coke column higher than 15-feet above the top of the top anode. D. During the installation ofthe cokeslur y,monitorthe electricalresistance to earthof the bottom anode until the value decreases a minimum of 25 percent.The abrupt decrease in resistance indicates proper settling of the highly conductive coke around it.Monitor the resistance of the other anodes until it is evident that the coke has reached the top anode.If there is any evidence of bridging,measures shallbe taken to insure proper settling.The volume of coke added to the hole shallbe compared with hole volume to ensure that bridging,blockage,or collapse of the hole has not occurred. E. 24 Hour Mandatory Waiting Period: The contractor is required to support the open anode bed during the waitingperiod to prevent any collapse.A full24 hour waiting period must be allowed afterthe completion of the coke loading process to allow for coke settlement and its natural compaction process.After24 hours,use a minimum 1-inch diameter steel pipe to probe the hole to determine the depth of the top of the coke.If more coke is needed to bring it up to the depth indicated,poura calculated amount of coke into hole again.If more than 20-feet of coke is required to be added,an additional24 hourwaiting period must be allowed and the preceding process repeated. F. Unused coke and excess drillingmud and excavated earth shallbe hauled away and/or disposed by the Contractor in a manner conforming to state and local regulations. 3.7 DEEP ANODE HOLE WATER SEAL MATERIALS A. Bentonite: Poura calculated amountof bentonitepellets into the open anode bed to produce a minimum 5-foot long water seal at the bottom of the . B. Cement or Grout Seal: Once the bentonite has settled,pump neat cement or grout into the drilled hole and around the solid PVC vent pipe per the State of Colorado Requirements 3.8 FINISHING DEEP ANODE BED A. Wellhead Finishing: Prepare vent pipe and electrical conduit at the top of the anode hole as shown in the Plans.Finish with cover and frame formed and poured concrete as shown in Plans. B. Anode Wire Trench: Trenchthe anode wire conduit and anode ventpipe as shown in the Plans. Maintain a smooth minimum slope in the run of the anode vent pipe of 1:75 away from the deep anode hole. 3.9 ANODE JUNCTION BOX A. Construct Anode Junction Box to enable periodic cathodic protection system monitoring. Terminate anode lead wires usingthe appropriate sized Ilsco CP terminals.Connect Holloway Shunt to complete the connections between the rectifier's positive header cable incorporating the junctionbox's copperbus barmounted on the phenolic board.Complete all anode lead wire connections as shown in Plans. B. Install anode junction box to maximize distance between it and gases from vent pipe end. 10398893 City offort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-9 3.10 INSTALLATION OF BURIED CABLES A. Direct buried wires and cables are to be avoided.Installallwires and cables in appropriate sized conduit. B. Underground conduit and wires shall be laid in a clean trench,tree of debris,rocks or other materialthat may damage the insulation or conduit.All cables shallbe placed in the trench with sufficient sla ckto eliminate the possibility of strain.Trenches shallbe carefully backfilled with squeegee andred electrical caution tape placed six inches aboveconduit.Avoid damage to the cable.Splices in underground cables shall be made only where specified or shown and in the manner specified herein. 3.11 CATHODIC PROTECTION SYSTEM ACTIVATION A. The City and its Corrosion Engineer shall perform the inspection testing. B. Before beginning each day of testing,calibrate portable copper sulfate reference electrodes with respect to a master reference copper sulfate reference electrode in accordance with NACE TMO113. C. Measure CPNative Potentials(i.e.baseline pipe-to-soilpotentials)at all Cathodic Test Stations prior to activating the cathodic protection system.Measure CP Native Potentials on both sides of all insulating flanges,monolithic insulators,dielectric unions,and at all CTS wires. D. At CTS constructed with buried copper/copper sulfate reference electrodes(i.e.stationary reference electrode")measure Native Potentials of the pipeline using both the stationary reference electrode and a portable copper sulfate reference electrode before the CP system is activated. E. Activatethe cathodic protection system by energizing the rectifier(s)and setting their output(s) to the estimated output required. F. Measure CP"On Potentials"at the same locations where CP"Native Potentials"were previously measured. G. Measure allanode currents atanodejunction boxes by measuring the voltage drop across the calibrated shunts provided.Calculate the corresponding a mount of direct current flow using the shunt rating.Explicitly state the shunt rating on each data sheet. H. Remeasure CP"On Potentials"atallCTS at least two weeks afterthe initial energization of the cathodic protection system to allowforthe development of the cathodic polarization process. Install electronic current interrupters atthe rectifierto continuously cycle the system on for 12 seconds and off for 3 seconds.If multiple rectifiers exist for a single electrically continuous section of pipeline,temporarily install current intenupte rs in all rectifiers for each pipe section and adjustthem for isochronal cycles.Measure CP On Potentials and CP Off Potentials at all rectifiers and CTS. I. Furnish alltest results including all CP Potential readings,anode current readings,insulating flange test data,dates,andtimes.Reference alldata to pipeline stationnumbers.Submit all data alongwith a letterreport to the Engineer.The letterreport shall include a description of the test methods,analysis of the data,and conclusions aboutthe CP system's effectiveness.Submit all data in spreadsheet format compatible with Microsoft Excel.Submit data in bothhard copy and computer disk format. 3.12 ACCEPTANCE CRITERION FOR MORTAR COATED STEEL PIPE A. The operationofthe cathodic protection system shallbe testedto ensurethat all portions of this C 303 pipeline are provided cathodic protectionin accordance with criterion in NACE SPO 100— Section 5.,primarily the I OOmV polarization development/decay. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design CATHODIC PROTECTOIN SYSTEM-IMPRESSED CURRENT 264214-10 F)� DIVISION 31 EARTHWORK SECTION 31 10 00 SITE CLEARING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Site clearing Work,including: a. General provisions for site clearing Work. b. Preparation for site clearing Work. c. Clearing and grubbing. d. Tree protection,selective removals,and selective trimming. e. Disposal and cleaning. f. Stripping and stockpiling of topsoil. B. Related Requirements: Include but are not necessarily limited to: 1. Section 3123 33 -Trenching and Backfilling. 1.2 REFERENCES A. Terminology: 1. Terms indicatedbelow are not defined terms indicated with initial capital letters but,when used in this Section,have the meanings indicated below: a. "Arborist"means Subcontractor retained to perform Work requiring a specialist in trees,shrubs,brush,othervegetation ofthe types existing at the Site,andpossessingnot less than the required qualifications indicated in this Section. b. "Clearing and grubbing"means removing and disposing of all: (1)trees,brush,and other vegetation,logs,and similar items("clearing"); and(2)stumps,roots,logs, rubbish,and debris on or in the soil("grubbing")after Clearing. Clearing and grubbing includes grinding and removing of stumps. When clearing and grubbing,topsoil Stripping and stockpiling,[and required demolition Work]is complete,the Site will be ready for grading and other new construction. c. "Demolition"means removal,whether in whole or in part,of existing human-made construction,such as removal of buildings,structures,and building systems; site work (such as pavement,curbs,sidewalks,gutters)andthelike;Underground Facilities; and other existing construction. d. "Selective removal"means removal of specific trees,shrubs,brush,and other vegetation,whether a s shown or indicated in the Contract Documents or as directed at the Site by Engineer. e. "Selective trimming"means removal of selected parts of trees,shrubs,brush,and other vegetation,perfonnedby arborist,for the purpose of either:(1)allowing installation of new construction adjacent to or through the tree,shrub,brush,or vegetation,or)2) removing damaged orunhealthy growth,to allow balance of the subject tree,shrub, brush,or vegetation to continue normal,healthy growth. f. "Site clearing"means all the Work required by this Section and related Drawings. g. "Topsoil"means existing materia I atthe Site,visible after clearing and grubbing, to be stripped,when such material is friable,clay loam,surface soil present in depth of not less than fourinches. Topsoil shall be free of subsoil,clay lumps,stones,and other objects over two-inch diameter and other objectionable material. Topsoil required for planting and landscaping Work in the Specifications ofDivision 32 may differ from the meaning indicated in this Section. B. Reference Standards: 1. ASTM International(ASTM): a. C700,Standard Specification for Vitrified Clay Pipe,Extra Strength,Standard Strength, and Perforated. 10398893 City offort Collins Cathodic Protection Renewal-90%Design SITE CLEARING 31 1000-1 b. D448,Standard Classification for Sizes of Aggregate for Road and Bridge Construction. 2. American National Standards Institute(ANSI):. a. A300,Standard for Tree Care Operations—Tree,Shrub,and Other Woody Plant Maintenance—Standard Practices. 3. International Society of Arboriculture(ISA): a. Container Rootball Shaving. b. Crown Correction. c. Balled and Burlapped Root Correction. d. Container Root Correction. e. High Branched Crown Observation. f. Low Branched Crown Observation. g. Multiple Low Branches Crown Observation. h. Balled and Burlapped Root Observation. i. Container Root Observation-Tree. j. Protection Maintenance. 1.3 SUBAUTTALS A. Action Submittals: Submit the following: 1. Shop Drawings: a. Limits of Site Clearing Work: When limits of site clearing Work are not expressly shown on the Drawings,orwhere Contractorproposes alternative limits of site clearing Work,submit drawings,developed from the Drawings,clearly indicating proposed limits of site clearing Work,with dimensions indicated where appropriate. b. Where proposed limits of clearing and grubbing,selective removals,and topsoil strippingare not identicalwith each other,clearly and expressly indicate limits of each on the Shop Drawings.. B. Informational Submittals: Submit the following: 1. Permits and Approvals: a. Submit copy ofeach permit required and obtained for site clearing Work,issued by authority having jurisdiction. b. Where Owner's permission or approval is required for selected site clearing activities, submit copy of Owner's written permission or approval for such activity. c. When approval of owner of property(other than Owner)is required for selected site clearing activity,submit to Engineer written copy of such approval. PART 2 - PRODUCTS 2.1 MATERIALS A. For other materials needed for site clearing Work,such as stone,topsoil,or other,comply with requirements of the Contract Documents. PART 3 - EXECUTION 3.1 SITE CLEARING—GENERAL A. Limits of Site Clearing Work: 1. Limits of site clearing Work are shown and indicated on the Drawings. B. General Provisions for Site Clearing: 1. Contractor shall provide all labor,materials,equipment,tools,services,and incidentals necessary and required to perform site clearing Work in accordance with the Contract Documents. 2. Perform site clearing Worktoavoidcreatingnuisances,pollution,andpreventableadverse effects on the environment. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SITE CLEARING 31 1000-2 3. Complywith Section017133 -Protection of the Work and Property,and this Section's Article,"Tree Protection,Selective Removals,and Selective Trimming". 4. Excavation required for site clearing shall comply with Section 3123 33 -Trenching and Backfilling. 5. Requirements of Authorities Having Jurisdiction: a. Perform site clearing Work in accordance with Laws and Regulations. b. Obtain,pay for,and comply with permits required for site clearing Work. Obtain from authorities having jurisdiction and furnish copy of each permit as a Submittal. 6. Traffic Control: a. Establish such controls prior to and maintain in place throughout site clearing Work that has potential to affect traffic. 7. Site clearing Work shallcomply with ANSI A300 and applicable ISA standards indicated in this Section's"References"Article,unless theContractDocuments indicate more-stringent requirements. 3.2 PREPARATION A. Permits and Approvals: 1. Do not commence site clearing Work until necessary permits and approvals are obtained and copies furnished to Engineer as Submittals. B. Delineation of Limits of Site Clearing Work Areas: 1. Review with Engineer: a. Before starting site clearing Work,other than flagging,review at the Site with Engineer. b. Make corrections as necessary. c. Reviewwith Engineer at the Site trees andshrubs to be selectively trimmed,to reach mutual agreement on extent of selective trimming required. C. Protection:Establish protection oftrees,shrubs,andvegetation to remain,in accordance with this Section's Article,"Tree Protection,Selective Removals,and Selective Trimming",and other applicable provisions of the Contract Documents. D. Temporary Erosion and Sediment Controls: 1. Provide applicable temporary erosion and sediment controls before commencing clearing and grubbing and topsoil stripping Work. 2. Complywith temporary erosion and sediment control requirements of Section 01 57 05 - Temporary Controls. 3. Continue providing temporary erosion and sediment controlsas clearing and grubbing and topsoil stripping and stockpiling Work progresses into previously uncleared,ungrubbed areas of the Site... 3.3 CLEARING AND GRUBBING A. Clearing and Grubbing—General: 1. Remove and dispose ofall materials constituting clearing and grubbing Work within limits shown and indicated in the Contract Documents. 2. After grubbing Work is complete,properly fill holes resulting from grubbing before commencing site grading Work. B. Trees and Shrubs Improperly Destroyed or Damaged: 1. Refer to this Section's Article,"Tree Protection,Selective Removals,and Selective Trimming". C. Trees and Shrubs to Remain: 1. Trees and shrubs to remain shall be protected,and trimmed where necessary or required,in accordancewith this Section's Article,"Tree Protection,Selective Removals,and Selective Trimming". 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SITE CLEARING 31 1000-3 3.4 DISPOSAL AND CLEANING A. Disposal—General: 1. Dispose of matter resulting from clearing and grubbing,selective removals,and selective trimming,at appropriate offsite location,unless otherwise expressly allowed bythe Contract Documents or mutual agreement of Owner and Contractor. 2. Do not use cleared,grubbed,or trimmed material as fill,backfill,or in embankments. 3. Dispose of cleared,grubbed,and trimmed material,and othermaterials,rubbish,anddebris, in accordance with Laws and Regulations. 4. Pay allcosts associatedwith transporting and disposing of materials and debris resulting from site clearing Work. 5. Cleared lumberand trimmings from trees are Contractor's property and,at Contractor's option,may be sold or salvaged offsite. B. Cleaning: 1. Perform progress cleaning and other cleaning Work,and disposal of resulting m ateria Is and debris,in accordance with Section 0174 00 -Cleaning. 3.5 TOPSOIL STRIPPING AND STOCKPILING A. Stripping: 1. Before commencing topsoil stripping: a. Perform clearing and grubbing and selective removals. b. Remove grass and other vegetation that may remain following clearing and grubbing. c. Provide necessary and required temporary erosion and sediment controls. 2. Strip topsoil to depths encountered,in manner that prevents intermingling of topsoil with underlying subsoil and other objectionable material. Remove heavy growths of grass and vegetation and material below topsoil. 3. Before stockpiling,separate objectionable material from topsoil. 4. Do not strip topsoil from within drip line of trees and shrubs to remain as part of the completed Project. B. Stockpiling: 1. Construct andmaintain topsoil stockpiles in accordance with Section 01 66 00 -Product Storage andHandling Requirements,at locations in accordance with Section 01 14 19 -Use of Site. C. Reuse of Stripped Topsoil: 1. Reuse in the finish grading and landscaping Work topsoil that complies with the Contract Documents for such Work. 2. Where topsoil stripped fromthe Site does not comply with the Contract Documents relative to quality requiredforuse in finish grading and landscaping Work,provide appropriate soil amendmentmaterial,properly andfully mixed into topsoil stripped from the Site,so that amendedmaterial complies with quality requirements for topsoil required for finish grading and landscaping Work. D. Disposal of Excess Topsoil: 1. Topsoil in excess of quantity required for finishedProj ect becomes Contractor's property when Engineer indicates finish grading and landscaping Work is complete. Properly dispose of excess topsoil offsite. END OF SECTION 10398893 City offort Collins Cathodic Protection Renewal-90%Design SITE CLEARING 31 1000-4 SECTION 31 22 19 FINISH GRADING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Topsoil quality and placing. 2. Finish grading. B. Related Requirements: Include,but are not necessarily limited to,the following: 1. Section 31 10 00 -Site Clearing. 2. Section 3123 33 -Trenching and Backfilling.Section 32 92 00 -Seeding,Sodding and Landscaping. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment: 1. Perform the Work of this Section for all areas within limits of grading and all areas outside Emits of grading disturbed during construction. 2. Perform the Work of this Section asp art ofthe Lump Sum bid/pay item(s)indicated in the Contract. 1.3 REFERENCES A. Reference Standards: 1. American Association of State Highway and Transportation Officials(AASHTO): a. T194,Standard Method of Test for Determination of Organic Content of Soils by Loss on Ignition. 2. ASTM International(ASTM): a. D2974,Standard Test Methods for Moisture,Ash,and Organic Matter of Peat and Other Organic Soils. b. D4221,Standard TestMethod for Dispersive Characteristics of Clay Soil by Double Hydrometer. c. D4972,Standard Test Methods for pH of Soils. d. D5268,Standard Specification for Topsoil Used for Landscaping and Construction Purposes. e. D6913,Standard TestMethods forPar icle-Size Distribution(Gradation)of Soils Using Sieve Analysis. f. D7928,Standard Test Method for Particle-Size Distribution(Gradation)of Fine- Grained Soils Using the Sedimentation(Hydrometer)Analysis. g. E329,Standard Specification for Agencies Engaged in Construction Inspection, Testing,or Special Inspection. 1.4 QUALITY ASSURANCE A. Qualifications: 1. Contractor's Testing Laboratory: a. Retain the services ofindependenttesting laboratory to perform testing and determine compliance with the Contract Documents of materials specified in this Section. b. When Contractoris expressly required,by this Section's"Quality Assurance"Article, "Source Quality Control"Article or elsewhere in the Contract Documents,to retain testing laboratory fortests required underthis Section's"Quality Assurance"Article or "Source Quality Control"Article,retain one testing laboratory for quality assurance testing and field quality control testing. c. Testing laboratory shall comply with ASTM E329. d. Testing laboratory shall be experienced in the types of testing required. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design FINISH GRADING 312219-1 e. Selection of testing laboratory is subject to Engineer's acceptance. Upon Engineer's request,submit qualifications statement for testing laboratory,includingname of entity, location,copies ofapplicable certifications,summary ofentity's experience,andnames and qualifications of personnel who will perform the subject sampling and testing. B. Quality Assurance Testing: 1. Quality assurance testing,which may also be regarded as source quality control testing when topsoilto be installed will be topsoil originally stripped from the Site,is in addition to field quality control activities required by this Section's"Field Quality Control"Article. 2. Allow free access to material stockpiles and borrow areas at all times. Tests shall be at Contractor's cost. 3. Contractor's Testing Laboratory Scope: a. Obtain samples and perform testing of proposed topsoil materials,whether obtained from offsite borrow sources or stockpiled topsoil originally stripped from the Site, to provide assurance that the Work will comply with the Contract Documents. 4. Required Quality Assurance Material Testing by Contractor's Testing Laboratory: a. Perform the following quality assurance tests for every[1,000]cubic yards of topsoil, or part thereof,to be incorporated into the Work. Submit results of such tests to Engineer and obtain Engineer's acceptance thereof prior to incorporating the subject topsoil into the Work. 1) Gradation in accordance with ASTM D6913 and D7928. 2) Clay content in accordance with ASTM D4221. 3) pH in accordance with ASTM D4972. 4) Organic content in accordance with ASTM D2974 orAASHTO T194. 1.5 SUBMITTALS A. Action Submittals: Submit the following: 1. Product Data: a. Borrow Soil Materials:Name and address of Supplier of borrow soil materials, gradation,and Supplier's certification that materials are sufficiently freeof Constituents of Concern so that a Hazardous Environmental Condition will not be created or exacerbated. b. If no soilmaterials will be obtained from any borrow location,expressly so indicate to Engineer in writing. 2. Samples: a. Submit Sample of topsoil material required by this Section. Furnish Samples in durable,tightly-sealed containers;plastic bags are unacceptable. Samples shall be of sufficient quantity and material size to demonstrate the array of gradation and material types expected in the Work. B. Informational Submittals: Submit the following: 1. Quality Assurance Test Results Submittals: a. Submit results of quality assurance testingperformed in accordance with this Section's "Quality Assurance"Article,unless included as part of another submittal under this Section. 1) Tests on materials from onsite and borrow sources. 2. Qualifications Statements: a. Quality assurance testing laboratory,when requested by Engineer. PART 2 - PRODUCTS 2.1 MATERIALS A. Topsoil: 1. All soil accepted as topsoil,whether obtained from onsite or offsite sources,shall comply with requirements of this Section. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design FINISH GRADING 312219-2 2. Topsoil Source:Reuse surface soil stockpiled on Site,where possible. Verify suitability of stockpiled surface soilto produce topsoil,as specified. Clean surface soil of roots,plants, sod,stones,clay lumps,and other extraneous materials harmful to plant growth. a. Supplement acceptable onsite soilwith manufactured topsoil from offsite sources,when quantities available on-Site are insufficient to complete the Work. b. When existing soil In a terial stripped from the Site and stockpiled does not comply with requirements of this Section,such soil may be provided as topsoil when addition of amendments and fertilizers will bring such soil material into compliance with this Section's topsoil requirements. Furnish to Engineer written advisory of Contractor's intent to amend existing soil materials to be compliant with topsoil requirements. 3. Provide fertile,friable,natural loam,surface soil,capable of sustaining vigorous plant growth;free of any admixture of subsoil,clods of hard earth,plants or roots,sticks,stones largerthan one inch diameter,or other extraneous material harmful to plant growth,in compliance with ASTM D 5268. 4. Provide topsoil of the following characteristics: a. Required gradation: Sieve Size Percent Passing 3/4 inch mesh 100 No.4-sieve 90 to 100 No.200-sieve 0 to 10 b. Clay content ofmateria I passing No.200-sieve shallbe not greaterthan 60 percent,as determined by hydrometer tests. c. pH-adjustedwith ferrous sulphate or ground limestone to provide pH 5.5 to 7.0 at time of installation of lawns and meadow areas,unless particular species of planting requires a different pH for optimal growth. d. Electrical conductivity of a 1:2 soil-wa ter suspension shall not exceed 1.0millichm per centimeter and with less than 200 parts per million of extractable aluminum. e. Cation Exchange Capacity: 5,minimum. f. Organic contentnot less than fivepercent,as determinedby ignition loss of oven-dried samples passing No.10-sieve(Muffle Furnace Temperature: 110 plus or minus five degrees C for eight hours). g. Free of pests and pest larvae. h. Relative to Constituents of Concern,topsoil shall be in accordance with Laws and Regulations. Constituents of Concern,if any,in topsoil furnished shallnot constitute or result in a Hazardous Environmental Condition. B. Topsoil Amendments and Fertilizer 1. Requirements for topsoil amendments and fertilizer,togetherwith otherplanting materials, are in Section 32 92 00 -Seeding,Sodding,and Landscaping. 2. Provide planting soilby adding amendments,fertilizer,and othermaterials to topsoil and othersuitable soilmaterials in accordance with Section 32 92 00 -Seeding,Sodding,and Landscaping,as necessary to support vigorous growth of required plantings. 2.2 SOURCE QUALITY CONTROL A. Tests and Inspections at Source of Supply: 1. Perform quality assurance testing,and submit results to Engineer,in accordance with the "Quality Assurance"Article in Part 1 of this Section. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design FINISH GRADING 312219-3 PART 3 - EXECUTION 3.1 PREPARATION A. Protection of In-place Conditions: 1. Protect structures,utilities,sidewalks,pavements,and other facilities,and lawns and existing plants from damage caused by finish grading. B. Preparation—General: 1. In accordance with Section 0157 05 -Temporary Controls,provide temporary measures for controlling erosion andsedimentation,airbomedust,and fugitive dust emissions from the Site. 2. Topsoil stripping and stockpiling requirements are indicated in Section 31 10 00 -Site Clearing. 3. Adjust rough grading to within 0.1 foot of required elevations. Properly compact sub- grades. Rough grading shall provide for appropriate drainage in accordance with the Contract Documents. 4. Before applying topsoil: a. Remove from exposed subgrade all stones and debris over two inches in any dimension and properly dispose of such items at an appropriate,offsite location. b. Apply superphosphate fertilizer directly to subgrade before loosening. c. Loosen sub-grade surface to depth of not less than two inches. 3.2 INSTALLATION A. Installation Requirements: 1. Required Depth of Topsoil: a. For areas of gardens,shrubs and similarplantings,provide finished,lightly compacted, topsoil depth of not less than 6 inches. b. For all other areas requiring topsoil,including lawns and meadows,provide finished, lightly compacted,topsoil depth of not less than 4 inches. 2. Do not place topsoil when subgrade is muddy,wet or frozen enough to cause clodding. 3. Provide finished surface smooth and true to required grades,in accordance with this Article's"Installation Tolerances"provision. Provide finished surface of topsoil equal to required finished elevations after light rolling and natural settlement. 4. Grade topsoil to a smooth,uniform surface plane with loose,uniformly fine texture. Roll and rake,remove ridges,and fill depressions to provide required finish grades. 5. Restore topsoil if eroded or otherwise disturbed after finish grading and before planting. 6. Topsoil Quantity Differentials: a. If quantity ofrequired topsoil exceeds the quantity,if any,of topsoil stockpiled at the Site and available foruse by Contractor,provide the additional required quantity from appropriate offsite borrow sources at no additional cost to Owner. b. When quantityof topsoilobtained from offsite borrow sources exceeds the required quantity of topsoil,remove excess from the Site,unless Owner allows such excess to be stockpiled at an appropriate location at the Site. B. Installation Tolerances: 1. Finish Grading Tolerance: f0.1 foot from finish elevation required by the Contract Documents. Ensure adequate drainage. 3.3 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Upon completionof topsoil installation,obtain Engineer's concurrence regarding grades and drainage. 2. Where directed byEngineer,provide test holes to demonstrate that required depth oftopsoil was provided. After observation and measurement by Engineer,properly refill test holes. 3. Where insufficient depth of topsoil is revealed,remedy by providing required depth and quantity in accordance with the Contract Documents. When additional topsoil is added after 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design FINISH GRADING 312219-4 initial establishment of plant growth,re-establish required plantings to provide compliance with the Contract Documents. 3.4 PROTECTION A. Commencing immediately aftertopsoil installation,protect installed topsoil from erosion and damage from other causes,including personnel,vehicles,and equipment. Promptly perform seeding,sodding(as applicable),mulching,and other measures to permanently stabilize soils and prevent erosion,in accordance with Section 32 92 00-Seeding,Sodding,and Landscaping. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design FINISH GRADING 312219-5 SECTION 31 23 33 TRENCHING AND BACKFILLING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements forexcavating,filling,and otherearth Work for linear,buried utility projects, including: a. Field conditions. b. Soil and aggregate materials. c. Test pits. d. Excavation. e. Preparation of subgrades. f. Filling and compacting. g. Rough grading. h. Disposal of excavated spoil materials. B. Related Requirements Include,but are not necessarily limited to,the following: 1. Section 03 3131 -Concrete Mixing,Placing,Jointing,and Curing. 2. Section 31 10 00-Site Clearing. 3. Section 31 22 19 -Finish Grading. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement: 1. Contractorshallprovide all labor,materials,construction equipment and machinery,tools, and incidentals required or necessaryforperforming all trenching,backfilling,and related earth Work forthe Contract,including all Work related to excavating,preparing subgrades, providing and stockpiling materiaIs,filling with required materials,compacting,grading, proper disposal of excess spoil materials,and all other Work required by this Section. This Section includes trenching,backfilling,and related earth Work required for constructing: buried utilities,including piping and,where applicable,other Underground Facilities; site improvements(including pavement,sidewalks,curbs,and the like); subgrade preparation forotherWork;and all othertrenching,backfilling,and related earth Work required by the Contract Documents and not addressed under other Specifications sections. 2. Unless expressly indicated otherwise in the Contract Documents,such as Section 0122 00 - Measurement and Payment,the Work of this Section is included in the various lump sum and unit price bid/pay items for the Contract. 3. All Work underthis Sectionis unclassifiedand coveredby this Section and the associated bid/payment item(s). No separate payment will be made for removing,handling,or disposingof rock(unless the Contract includes a separate bid/payitem specifically for rock excavation orrock removal),stones,concrete(whether or not reinforced),debris,stumps, and other material,regardless of moisture content,unless such material constitutes an unforeseen Hazardous Environmental Condition and Work associatedwith such Hazardous Environmental Condition is not included in the Contract. 4. Where excavation oftest pits is required by the Contract Documents or Engineer,payment for such test pits will be in accordance with Paragraph 3.2.13 of this Section and other applicable provisions of the Contract Documents. 1.3 REFERENCES A. Terminology: 1. The followingterms are not defined and are not indicated with initial capital letters but, when used in this Section,have the following meaning: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 312333-1 a. "Borrow"means material required for trenching,backfilling,and related earth Work in excess of quantity of suitable material available from required grading,cuts,and excavations atthe Site.Borrowmaybe necessary even though not otherwise expressly required by the Contract Documents. b. "Cohesive soil"means clay(fine grained soil),or soil with a high clay content,which has cohesive strength.Cohesive soil does not crumble,can be excavated with vertical or near-vertical sideslopes,and is plastic whenmoist.Cohesive soilis difficult to break up when dry,and exhibits significant cohesionwhen submerged-Cohesive soils include clayey silt,sandy clay,silty clay,clay and organic clay. c. "Cohesionlesssoil"meansfillmaterialthatdoesnotclump together; its grains remain separate and apart from each other. Cohesionless soils typically have a low proportion of fine(no.200 mesh size and less)particles and may be soil material or granular material.The terms"cohesionless soils","cohesionless materials","non-cohesive soils",and the like have the same meaning. d. "Fill" means soilmaterial,granular material,or other material indicated in this Section required for backfillin g excavations or as material for achievingrequiredroughgradng, Unless indicated otherwise in the context of a specific provision,the terms"fill"and "backfill"have the same meaning,as do derivative terms such as,"filling"and "backfilling".When used by itself,the term"backfill"means material required for refilling an excavation. e. "Foundations"means bottomsof manholes,chambers,vaults,and similar structures; base slabs(slabs-on-grade);bearing directly on soil,granular material,or rock. f. "Granularmaterial"means gravel,sand,or silt,(coarse grained soil)with little or no clay content.Granular soil has no cohesive strength. Some moist granular soils exhibit apparent cohesion. Granular soil cannot be molded when moist and crumbles easily when dry. The terms"granular material","aggregate material",and"granular soil" have the same meaning. Detailed requirements forspecific types of granular material are indicated in Article 2.1 of this Section. g. "Rock"means:igneous,metamorphic,or sedimentary rock or stone;boulders over two cubic yards in volume in open areas and boulders over one cubic yard in volume in trenches; and mass concrete;that cannot be removed using rippers and therefore requires drilling and blasting oruse of large excavator-mounted pneumatic breakers.If rock is encountered during the Work,promptly furnish notice of differing subsurface condition in accordance with the General Conditions(as may be modified by the Supplementary Conditions);when necessary,Engineer will furnish requirements for rock removalvia appropriate Contract modification.The following do not qualify as rock: 1) Soft,weathered ordisintegrated rockthat can be removed by normal excavating equipment,including bulldozers with rippers andlarge trackhoes with rock teethor rock buckets. 2) Loose or previously blasted rock. 3) Broken stone in rock fills. 4) Rock or stone that falls into the excavation from outside limits of excavation shown or indicated in the Contract Documents. 5) Boulders thatcan be removed without drilling,blasting,or pneumatic breakers. 6) Pavements,sidewalks,and gutters of concrete,asphalt,or masonry. h. "Subgrade"meansthe uppermost surface of native soil material unmoved from cuts; the bottom of excavation. i. "Trenching"means excavating for buried utilities,other Underground Facilities,and related excavation Work.In this Section,the words,"trenching"and"excavating"have the sa m e m eaning.In this Section,the word"excavation",whether singular or plural,is general and includes trenching. j. "Unauthorized excavation"means removing materials beyond limits shown or indicated in the Contract Documents or otherwise directed by Engineer. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 312333-2 k. "Unclassified",when used in referringto trenching,excavating,or excavations,means excavation and disposal of all materials,of any description whatsoever,encountered in performingthe Work,unless otherwise shown or indicated in the Contract Documents. 1. "Unsuitable soil materials"means soil or other materials encountered at or below subgradeelevationof insufficient strength,stiffness,or characteristics to support the Work in accordance with the Contract Documents or as determined by Engineer. The terms"unsuitable soil material","unsuitable soil",and"unsuitable material"have the same meaning. B. Reference Standards: Standards referenced in this section include,but are not necessarily limited to,the following: 1. American Association of State Highway and Transportation Officials(AASHTO): a. AMRL RI -AASHTO Accreditation Procedure Manual. 2. ASTM International(ASTM): a. C33/C33M-Standard Specification for Concrete Aggregates. b. D698-Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort(12,400 ft-lbf/ft3(600 kN-m/m3)). c. D1556-Standard Test Method for Density and Unit Weight of Soil in Place by Sand- Cone Method. d. D1557-Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort(56,000 ft-lbf/ft3(2,700 kN-m/m3)). e. D2166-Standard Test Method for Unconfined Compressive Strengthof Cohesive Soil. f. D2216-Standard Test Methods for Laboratory Determination of Water(Moisture) Content of Soil and Rock by Mass. g. D2434-Standard Test Methods forMeasurementof Hydraulic Conductivityof Coarse- Grained Soils. h. D2487-Standard Practice for Classification of Soils for Engineering Purposes(Unified Soil Classification System). i. D2850-Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils. j. D3740-Minimum Requirements forAgencies Engagedin Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. k. D4253-Standard Test Methods forMaximum IndexDensityand Unit Weight of Soils Using a Vibratory Table. 1. D4254-Standard Test Methods forMinimum IndexDensityand Unit Weight of Soils and Calculation of Relative Density. m. D4318-Standard Test Methods for Liquid Limit,Plastic Limit,and Plasticity Index of Soils. n. D6913 -Standard Test Methods for Particle-Size Distribution(Gradation)of Soils Using Sieve Analysis. o. D6938-Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods(Shallow Depth). p. D7928 -Standard Test Method for Particle-Size Distribution(Gradation)of Fine- Grained Soils Using the Sedimentation(Hydrometer)Analysis. q. E329 -Standard Specification for Agencies Engaged in Construction Inspection, Testing,or Special Inspection. 1.4 QUALITY ASSURANCE A. Qualifications: 1. Contractor's Testing Laboratory: a. Retain the services ofindependenttesting laboratory to perform testing and determine compliance with the Contract Documents of materials specified in this Section. b. When Contractor is expressly required,by this Section's"Field Quality Control" Article or elsewhere in the Contract Documents,to retain testing laboratory for tests required under this Section's"Field Quality Control"Article,retain one testing laboratory for quality assurance testing and field quality control testing. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 312333-3 c. Testing laboratory shall possess current,valid accreditation from the AASHTO Materials Reference Laboratory(AMRL),in accordance with AASHTO AMRL R18, for ASTM D3740,for tests required for quality assurance testing indicated in this Article and field quality control testing indicated to be Contractor's responsibility. d. Testing laboratory shall comply with ASTM E329. e. Testing laboratory shall be experienced in the types of testing required. f. Selection of testing laboratory is subject to Engineer's acceptance. Upon Engineer's request,submit qualifications statement for testing laboratory,includingname of entity, location,copies ofapplicable certifications,summary ofentity's experience,andnames and qualifications of personnel who will perform the subject sampling and testing. B. Quality Assurance Testing: 1. Quality assurance testing,which mayalsobe regardedas source quality control testing, is in additionto field quality control testing required by this Section's"Field Quality Control" Article. 2. Materials used in the Work may require testing and retesting,as directed by Engineer, during the Project. Allow free access to onsite material stockpiles,borrow sources,and other sources of aggregate and soil materials at all times. Tests not specifically indicated to be performed at Owner's expense(if any),including retesting of defective materials and defective Work,shall be at Contractor's cost. 3. Contractor's Testing Laboratory Scope for Quality Assurance Sampling and Testing: a. Obtain samples and perform testing of proposed fill materials in the laboratory,at the Site,and at borrow locations(if any)to provide assurance that the Work will comply with the Contract Documents. b. Testing laboratory shall perform testing required to obtain data for selecting moisture content for placing and compacting fill materials. c. Submit to Engineer,via Contractor,written results of each test. 4. Required Quality Assurance Material Testing by Contractor's Testing Laboratory: a. Perform the following quality assurance tests on materials to be incorporated into the Work. Submit results of such tests to Engineer and obtain Engineer's acceptance thereof prior to incorporating the subject materials into the Work. b. Gradation in accordance with ASTM D6913 and ASTM D7928. c. Atterberglimits in accordance with ASTM D4318. Perform one test of the following types of materials to be incorporated into the Work: suitable soil material,and soil structural fill. d. Moisture/density relations for fill in accordance with ASTM D698,ASTM D1557, ASTM D4253,or ASTM D4254,as applicable. 1.5 SUBMITTALS A. Action Submittals: Submit the following: 1. Shop Drawings: a. Schedule(table or written narrative)indicating,for each specific area of the Work,type of fill materials proposed,together with indication of whether source of materials is onsite orborrow source. Identification of each type of material shall employ material names/designations identical to those in the Contract Documents. 2. Product Data: a. Borrow Soil Materials:Name and address of Supplier of borrow soil materials, gradation,and Supplier's certification that materials are sufficiently freeof Constituents of Concern so that a Hazardous Environmental Condition will not be created or exacerbated. Ifno soilmaterials will be obtainedfromany borrow location,expressly so indicate to Engineer in writing. b. Aggregate:Supplier's published description ofa ggregate materials,including name and address of Supplier,certification of material's compliance with AASHTO and state department of transportation standards,and gradation. B. Informational Submittals: Submit the following: 1. Test Pit Results: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 3123 33-4 a. Submit written results oftest pits required bythe Contract Documents ordirected by Engineer. 2. Quality Assurance Test Results Submittals: a. Submit results of quality assurance testingperformed in accordance with this Section's "Quality Assurance"Article,unless included as part of another submittalunder this Section. Submit results for the following quality assurance testing: 1) Tests on materials from onsite and borrow sources. 2) Optimum moisture—maximum dry density curve for each type of fill material. 3. Field Quality Control Submittals: a. Submitresults of testing and inspection performed in accordance with the field quality control Article in Part 3 of this Section,including: 1) Indication of soil classification in accordance with ASTM D2487. 2) Field density testing. 3) Proctor Compaction Test to determine optimum moisture for soil and maximum dry density. 4. Qualifications Statements: a. Quality assurance testing laboratory,when requested by Engineer. 1.6 FIELD CONDITIONS A. Existing Conditions: 1. Subsurface Conditions: a. Subsurface Information: The Supplementary Conditions indicate information (if any) that is Technical Data on subsurface conditions at the Site. Such information and data are not intended as a representation orwarranty ofcontinuityof conditions between soil borings ortest pits,norof groundwater levels at dates and times other than date and time when measured,nor that purpose of obtaining the information and data were appropriate for use by Contractor. Owner and Engineer are not responsible for interpretations or conclusions drawn therefrom by Contractor. b. Contractor's Explorations: Soilborings and other exploratory operations may be made by Contractor,atno additional costto Owner. Coordinate Contractor-performed test borings and other exploratory operations with Owner,utility owners,and owners of transportation facilities as appropriate. Perform such explorations without disrupting or otherwise adversely affecting operations of Owner and others. 2. Where subsurface conditions or locations of Underground Facilities and structures are unforeseen or differ substantively from that shown or indicated inthe Contract Documents, comply with Contract requirements for giving notice and other actions. 3. Existing Structures and Underground Facilities: a. The Contract Documents show orindicate certain structures and Underground Facilities adjacent to the Work. Such information was obtained from existing records and is not guaranteed to be correct or complete. Contractor shall explore ahead of the excavation to determine the exact location of all existing structures and Underground Facilities. Existing structures and Underground Facilities shallbe supported and protected from damage by Contractor. Immediately repair and restore existing structures and Underground Facilities damaged by Contractor without additional cost to Owner. b. Movement or operation of construction equipment and machinery over Underground Facilities shall be at Contractor's sole risk. When required by owner of the Underground Facility,prepare and submit to owner of such Underground Facility,and obtain their acceptance,of Contractor's plan presenting Contractor's analysis of the loads to be imparted during construction(including transient loading by construction equipment,machinery,andvehicles)and Contractor's proposed measures to protect structures and Underground Facilities during the Work. c. Acceptance of or approval by utility owner or Engineer of Contractor's proposed evaluation and method(s)for protecting Underground Facilities in no way modifies or reduces Contractor's sole responsibility forcomplying with the Contract Documents, means,methods,procedures,techniques,and sequences ofconstruction,andthe safety and protection measures incident thereto. 10398893 City offort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 312333-5 d. Coordinate with utility owners for shut off of services inactive piping and conduits. When required by utility owner,Owner will assist Contractor with utility owner notifications. Completely remove buried piping and conduits indicated for removal and not otherwise indicated as being abandoned or to remain in place. e. Do not interrupt existing utilities serving facilities occupied and used by Owner or others,except when such interruption is indicated in the Contract Documents or when allowed in writing by Engineer after acceptable temporary utility services are provided by Contractor for the affected structure or property. PART 2- PRODUCTS 2.1 MATERIALS 1. Provide granular under-slab fill under foundations,manholes,chambers,vaults,handholes, and similar Work unless other under-slab material is required by the Contract Documents. 2. ASTM C33/C33M gradation size no.67,or other material acceptable to Engineer. B. Granular Structural Fill: 1. Granular structural fill,sometimes called"select granular fill",is required for improving subgrade(a$erremovalof unsuitable material),as backfillfor excavations in areas that, after restoration,will be subject to vehicular traffic,and at other locations shown or indicated for such material in the Contract Documents. 2. Materialshallbewell-graded,crushed aggregate,freeof organic and deleterious material, with Proctor density of not less than 120 pounds per cubic foot,complying with the following: Sieve Sizes(Square Percentage by Weight Openings) Passing Sieve 1.25-inch 100 No.4 38 to 65 No.8 25 to 60 No. 30 10 to 40 No. 200 3 to 12 C. Suitable Soil Material as Non-Structural Fill: 1. Provide suitable soil material as fill for the Work,unless other material is required. 2. Material shall be: a. Free of rock larger than three inches in any dimension,debris,waste,frozen materials, organic material,and other deleterious material. 3. Previously-excavated materials complyingwith the Contract Documents requirements for suitable soil material may be used for suitable soil material. 4. When onsite materials are unsuitable for use as suitable soil material,provide granular structural fill or approved borrow material as suitable soil material. Prior to using borrow materialas suitable soil material,furnish product data Submittal and quality assurance Submittal for proposed material and obtain Engineer's approval and acceptance(as applicable)of the proposed material. D. Pipe Bedding MateriaL• 1. Materials: Unless otherwise expressly required in the Contract Documents,pipe bedding material shallbe crushed stoneandgravel,free of:rock or gravel larger than one-inchin any dimension,debris,waste,frozen materials,organic material and other deleterious matter. a. Pipe bedding material shall be crushed stone and gravel,free of rock or gravel larger than 0.5-inch in any dimension. 2. Sand: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 312333-6 a. Where expressly required or allowed by the Contract Documents,provide sand as pipe bedding material. b. Sand material,where used,shall consist ofnaturalormanufactured granular material and shall contain no organic material. c. Sand shall be non-plastic,when tested in accordance with ASTM D4318. d. Gradation: I 00percentshall pass a no.4 sieve and not morethanfive percent shallpass a No.200 sieve. E. Fowable Fill,also known as Controlled Low Strength Material(CLSM): 1. Unless expressly required otherwise by the Contract Documents,flowable fill may be used, at Contractor's option(following Engineer's approval),for backfilling in lieu of the following materials: [granular structural fill],pipe bedding material,soil structural fill, suitable soil material used as non-structural fill,[and subbase material]. 2. Comply with Section 03 3131 -Concrete Materials and Proportioning. 3. Material provided sh all be excavatable byordinary mechanical excavation equipment,such as backhoes. 2.2 SOURCE QUALITY CONTROL A. Tests and Inspections at Source of Supply: 1. Perform quality assurance testing,and submit results to Engineer,in accordance with the "Quality Assurance"Article in Part 1 of this Section. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification of Conditions: 1. Provide Engineerwith sufficient notice and with means to examine areas and conditions underwhich trenching,backfilling,other related earth Work,andgradingwill be performed. Engineerwill advise Contractor in writing when Engineer is aware of conditions that may be detrimentalto proper and timely completion of the Work. Do notproceed with the Work until unsatisfactory conditions are corrected. 2. This Article,however,in no way modifies or reduces Contractor's sole responsibility for complyingwith the Contract Documents,for construction means,methods,procedures, techniques,and sequences,and for the safety and protection measures incident thereto. 3. Nothing in this Article,including actionby Engineer or Resident Project Representative(if any),is for benefit of Contractor. B. Installing the Work constitutes Contractor's approval of underlying work, subgra des,and field conditions prevailing at the time of the Work. 3.2 TEST PITS A. Test Pits-General: 1. Test Pit Locations Not Shown orIndicated in the Contract Documents and Test Pits Not Part of a Dedicated Bid/Pay Item: a. In advance of other construction,excavate test pits,make observations and measurements,and promptly fill test pits. b. Purpose of test pits is to determine existing subsurface conditions and locations of Underground Facilities and structures. c. Perform all work required in connection with excavating,stockpiling,maintaining, temporarily supporting excavations,filling,and replacing pavement for test pits. Contractor is responsible for the definite location of each existing Underground Facility involved within the area of excavation for the Work. Exercise care during such location work to avoid damaging and disrupting affected Underground Facility or structure. Contractor is responsible for repairing,at Contractor's cost,damage to Underground Facilities or structure caused during the Work. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 312333-7 B. Payment for Test Pits: 1. All payment for testpits shown or indicated in the Contract Documents will be part of the lump sum bid/pay item Contract Price. C. Results of Test Pits: 1. Document results of all test pits excavated by Contractor. 2. Submit to Engineerwritten results oftestpits expressly required by the ContractDocuments or directed by Engineer. Furnish such Submittal within three days of excavation of associated test pit,unless Engineer allows more time. When Engineer requests written results of test pits performed for Contractor's own use,promptly furnish such information as Informational Submittal. 3. Required documentation of test pits shall include: a. Identification of Project,Site,and Contractor. b. Date andtime of testpit excavation,indication of weather conditions,and names of personnel present and employer of each. c. Detailed description of location of test pit,including,where necessary,measurements to landmarks shown on the Drawings.Where appropriate,include sketch of location from the Drawings. d. Indication ofapproximate dimensions of test pit,including length,width,and depth. e. Verbal(written)description of observed subsurface conditions,including apparent strata,rock(if any),groundwater conditions,and approximate depth atwhich each was observed. f. Verbal(written)description of unusual conditions observed,including potential existence ofHazardous Environmental Condition,if any. Include pertinent data,such as readings from instrumentation used. g. Description and sketch,with appropriate dimensions,of Underground Facilities and structures in the test pit. Sketches shall be clearly legible with clear,well-written annotations and dimensions. h. Other pertinent information and data from observations made while test pit was open. i. Brief written description of backfilling and restoration of test pit,including time operations were completed. 3.3 PREPARATION A. Site Preparation: 1. Comply with Section 31 10 00 -Site Clearing. 2. Comply with this Section's"Erosion and Sedim ent Control During Construction"Article. B. Dust Control: 1. Relative to controlling dust during construction,comply with Section 01 5705 -Temporal Controls and Section 01 74 00 -Cleaning. 3.4 EROSION AND SEDIMENT CONTROLS DURING CONSTRUCTION A. Temporary Erosion and Sediment Controls—General: 1. Provide temporary erosion and sediment controls in accordance with Section 01 57 05 - Temporary Controls,and other requirements of the Contract Documents. 2. When applicable,also complywith requirements of the erosion and sediment control plan approved by authorities having jurisdiction and the Project's storm water pollution prevention plan and permit,if any. 3.5 EXCAVATION A. Excavation—General: 1. Perform all excavation Work,including trenching and backfilling,required to complete the Work as shown,specified,and required. Excavating Work includes removing,handling, and proper disposal of earth,sand,clay,expansive-type soils,otherunsuitable soil materials, gravel,hardpan,soft,weathered or decomposed rock,concrete and masonry(reinforced or unreinforced),pavements,rubbish,debris,stumps,and other materials,regardless of moisture content,within the excavation limits. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 312333-8 2. Trenching and backfil ing Work shall comply with the Contract Documents,including required grades,elevations,general dimensions,and alignment shown or indicated on the Drawings including cuts and fills,as applicable. 3. Protect existingbuildings andstructures againstundermining and destabilization.If adjacent trenching affects foundations of one or more buildings or structures,promptly advise Engineer in writing. 4. If unsuitable material and obstructions are encountered during excavation,remove material and replace as directed by Engineer. B. Excavation Methods: 1. Traditional Excavation Methods: Excavation via traditional methods,such as backhoe, bulldozer,other earth moving construction equipment or machinery,or excavation using hand tools,is acceptable for all excavating Work. 2. Use of Explosives: a. Use of explosives is not allowed. 3. Hydro-excavating(also known as Hydro-Vacuum Excavating): a. Hydro-excavating is acceptable for all excavating Work. b. Avoid creating nuisances,unsafe conditions,and inconvenience to Owner, facility manager,owners and occupants of adjacent property,and the public when hydro- excavating is allowed and used. C. Excavation Protection: 1. Provide excavation protection system(s)in accordance with Laws and Regulations to prevent injury to persons and property,including Underground Facilities. 2. Provide safe access to excavations,including emergency exit,and safe access for construction equipment and machinery,where applicable,in accordance with laws and Regulations. D. Subgrades—General: 1. Provide firm,dense,thoroughly compacted,consolidated subgrades,free ofmud,muck,and other soft and unsuitable materials. Subgrades shall remain firm and intact under all construction operations. Reinforce subgrade by providing granular structural fill on subgrades that areotherwise solid but become soft or muddy on top due to construction operations. Finished elevation of stabilized subgrades shall not be above subgrade elevations shown onthe Drawings,unless bottom of trench is rock below required bottom elevation ofpipe,manhole,chamber,orvault,and above required bottom of excavation elevation. 2. If,in Engineer's opinion,subgradebecomes soft,muddy,orboth,because of construction delays,failure to dewater properly,or other cause within Contractor's control,excavate subgrade to firm material,trim the subgrade,and backfill with granular structural fill material at Contractor's cost. 3. Preparation of Subgrades for Subsequent Work: a. Level off subgrades to receive foundations or compacted fill. b. Where subgrades are to receive subsequent fill or manholes,chambers,vaults,or similar items,remove loose materials and bring subgrades into compliance with the Contract Documents. c. Do not excavate lower than required for buried piping or foundations,unless directed otherwise by Engineer. d. Where excavation extends below required elevation without authorization,promptly advise Engineer andremedy unauthorized excavation in accordance with the Contract Documents. Corrections may include: 1) For locations other than those indicated above including slabs-on-grade: a) Backfilland compact unauthorized excavations as indicated for authorized excavations of same classification,unless otherwise directed by Engineer. 2) Contractor is not eligible for change in Contract Price or Contract Times for remedying unauthorized excavations. 4. Evaluation and Protection of Subgrade: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 312333-9 a. Advise Engineer as soon as excavation is completed for Engineer's observation of subgrades and,where necessary or required,inspection and testing of subgrades. b. If Engineer determines that bearing materials at required subgrade elevations are unsuitable,provide subgrade stabilization as indicated in this Article. c. Do not commence further construction until subgrade under compacted fill material, under foundations andretainingwalls is acceptable(in accordance with the Contract Documents)to Engineer,who may consider results of required testing,and who may elect to consult with geotechnical consultant(if any). d. Engineer shall have sufficient opportunity to observe subgrade,after successful completion of tests and inspections required by the Contract Documents. e. Place fill materialandperfonn subsequent construction aftersubgrade is acceptable in accordance with the Contract Documents. f. Protect subgrade from becoming loose,wet,frozen,orsoft dueto weather,construction operations,or other reasons. 5. Subgrade stabilization: a. If subgrade under foundations or fill material,is frozen,loose,wet,or soft before construction is placedthereon,remove frozen,loose,wet,or soft material and replace with approved compacted material as directed by Engineer,who may consult with geotechnical consultant. b. Loose,wet,or soft materials,when approved by Engineer,may be stabilized by a compacted working mat of well graded crushed stone. c. Stabilization shallbe in accordance with the Contract Documents.Where the Contract Documents do not address subgrade stabilization,promptly submit to Engineer written request for clarification or interpretation,or other written instrument in accordance with the Contract Documents.In such event,do notproceeduntil response is obtained from engineer. E. Pipe Trench Preparation: 1. Not more than 150 feet of trench may be opened in advance of installing pipe in trench. 2. Trench width shall be minimized to greatest extent practical,and shall comply with the following: a. Trench width shallbe sufficientto provide space forinstalling,jointing and inspecting piping. The Drawings show additional requirements for trenches. In no case shall trench be wider at top of pipe than pipe barrel's outside diameter(OD)plus two feet, unless otherwise shown or indicated. b. Enlargement of trenchwidthat pipejoints may be made when required and approved by Engineer. c. Trench width shallbe sufficientto allowthorough compaction offilladjacent tobottom half of pipe. d. Do not use construction equipment or machinery that necessitates trench to be excavated to excessive width. 3. Depth of trench shallbe as shown or indicated in the Contract Documents. If required and approved by Engineer in writing(such as a duly issued Contract modification),depths may be revised. 4. Where Engineer considers existing subgrade(beneath intended bedding material) unsuitable,remove andreplace such unsuitable materialwith granular structural fillmaterial for full width of trench,down to suitable material. F. Freeze Protection: 1. Do not place foundations or fill material on frozen subgrade. 2. When freezing temperatures are expected,basedon widely recognized,reputable source for weather forecasts at or near the Site,do not excavate to full depth indicated,unless foundations or fillmaterial canbe placed immediately after excavation has been completed and is acceptable in accordance with the Contract Documents. 3. Protect from freezing excavation,subgrade,and fill materials when subsequent Work thereon is delayed. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 31 23 33-10 G. Construction Traffic on Soils: 1. Furnish and use appropriate backhoe or other low-contact pressure equipment to remove existing materials. 2. Minimize construction traffic on existing materials and saturated soils and avoid soil disturbance. 3. Repair disturbed subgrade materials priorto performing subsequent Work.Remedial work shallbe in accordance with the Contract Documents.When not addressed in the Contract Documents,remedial Work shall be as directed by Engineer via appropriate Contract modification. 4. Allow only minimal foot traffic on bearing soils prepared for subsequent installation of fill or foundations. 3.6 FILLING AND COMPACTING A. Filling and Compacting—General: 1. Provide and compact all fill required for the finished grades as shown and as indicated in this Section. B. Place fill as promptly as progress of the Work allows,but not until completing the following: 1. Successful completion of required field quality control activities for Work that will be covered or concealed by filling. 2. Completionof proper documentation of as-constructed conditions and existing conditions (such as locations of Underground Facilities)in accordance with Section 01 78 39 -Project Record Documents. 3. Removal of temporary supports of excavations. 4. Remove fill that includes organic materials or other unacceptable material and replace with fill material complying with the Contract Documents. C. Placement—General: 1. Place fill to the grades shown or indicated. 2. Management of Moisture Content: a. Place fill materials at moisture content and density as indicated in this Article's requirements on compaction density. Priorto placingfill material,optimum moisture and maximum density properties for proposed material shall be obtained from Engineer,who may consult with geotechnical consultant,if any.Furnish and use construction equipment andmachinery capable of addingmeasured amounts ofwaterto fill materials to bring fill materials to a condition within required moisture content range. Control moisture for each lift necessary for required compaction. b. Furnish and use construction equipment and machinery capable of discing,aerating, and mixing fill materials to ensure reasonable uniformity of moisture content throughout fillmaterials,and to reduce moisture content of borrow materials by air drying,when necessary. c. When subgrade or fill materials requires moisture-conditioning before compaction,fill material shall be sufficiently mixed or worked on the subgrade to ensure uniform moisture content throughout the lift of material to be compacted. d. Materials atmoisturecontentin excess of specified limit shall be dried by appropriate means,such as aeration or stockpiling for gravity drainage and air drying. 3. Compaction: a. Compaction Equipment: 1) Perform compaction with construction equipment and machinery suitable for the type of fill material placed.Unless otherwise required,compact cohesive soils using sheepsfoot compactor,and compact granular materials using pneumatic rollers,vibrators,or other construction equipment ormachineryto obtain required density. 2) Select and use equipment capable of providing the minimum density required in the Contract Documents. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 31 23 33-11 3) Use light compaction equipment andmachinery,within horizontal distance of 10 feet from the wall of completed,below-grade manholes,chambers,vaults,and similar items,and walls of adjacent buildings or structures. 4) Furnish and use construction equipment andmachinerycapable of compacting in restricted areas next to structures and around piping and Underground Facilities. b. Compaction Test Area: 1) Effectiveness of construction equipment andmachinery selectedby Contractor for compacting,shallbe tested at startof compacted fill Work by constructing a small section of fill within the area where fill will be placed. 2) If tests on the test section offill indicate that required compaction is not obtained, do one or more of the following: increase the quantity of coverages,decrease the lift thicknesses,or use different compactor equipment or machinery. 4. Placement of Lifts and Compaction: a. Place fill materials in horizontal,loose lifts,not exceeding specified thickness prior to compacting. b. Place fill in manner ensuring uniform lift thickness after placing. c. Preparation of surfaces for placement of fill: 1) Before commencing placing of fill,scarify underlying material to depth of six inches. 2) Where ground surface is steeper than one vertical to four horizontal("1 V:4H"), plow surface to bench and break up surface so that fill material will bind with existing surface.For slopes steeperthan 1 VAH and less than IV:1.5H,bench shall be sic feet wide.For slopes steeper than or equal to IV:1.5H and less than 1 V:0.5H,bench shall be four feet wide. d. Mechanically compact each lift,by not less than two complete coverages ofcompactor. One coverage is defined as the conditions reached when allportions of the fill lift have been subjected to the direct contact of compactor's compacting surface. e. Compaction of fill materials by inundation with water is unacceptable. 5. Restrictions: a. Do not place fill materials when standingwater is present on surface of area where fill will be placed. b. Do not compact fill when standing water is present on the fill to be compacted. c. Do not place or compact fill in frozen condition or on top of frozen material. d. Fill containing organic or deleterious materials or other unacceptable material previously described shall be removed and replaced prior to compaction. 6. If required densities are not obtained because of improper control of placement or compactionprocedures,orbecause of inadequate or improperly functioning compaction equipment ormachinery,perform all work necessary to provide required densities. Such work shall include,at no additional cost to Owner,complete removal of unacceptable fill areas and replacement and re-compaction until acceptable fill is provided. 7. Repair,at Contractor's cost,observed or measured settlement. Make repairs and replacements as necessary andrequiredwithin 30 days afterbeing so advised by Engineer, unless more-timely action is necessary to avoid orreduce thepotential for safety hazards or damage to property. D. Fill Placed in Pipe Trenches: 1. Pipe Bedding: Pipe bedding material shall be as follows: a. Unless otherwise shown orindicated,install buried piping on not less than four-inch layer of aggregate pipe bedding material underneath piping. b. Pipe beddingmaterial shall extendupward from elevation required immediately above t o 12 inches above crown of associated buried piping. c. Pipe bedding material shall be spreadandthe surface gradedto provide a uniform and continuous support beneath piping at all points between bell holes or pipe joints. d. Install initial layer of pipe bedding material on prepared subgrade and compact as required. Provide appropriate divot in the bedding material to accommodate each pipe 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 31 23 33-12 bell orjoint. Install piping so thatpipe barrel carries the weight of each pipe segment, rather than pipe bells or joints bearing the pipe's weight. e. Slight disturbance ofinstalled pipe bedding material surface during withdrawal of pipe slings or other lifting tackle is acceptable. f. Aftereach pipe's bedding material has beengraded,and the piping has been aligned, joined in accordance with the Contract Documents,and placed in final position on bedding material,provide andcompact sufficient pipe trench fill material under and around each side of pipe and back of bell or end thereof to hold piping in proper position and maintain alignment during subsequent pipe jointing and embedment operations. g. Subsequent to formingpipejoint,place additional pipe bedding material,in required lifts,to required top elevation of pipe bedding material. Ensure bedding material is properly and fully placedunderpipe"haunches"for proper support of piping.Compact lifts of pipe bedding material in accordance with this Article prior to placing subsequent backfill material. 2. Placing and Compacting Pipe Trench Fill: Unless otherwise shown,placing and compacting of pipe trench fill materials shall comply with the following: a. Deposit andcompactpipetrenchfillmaterialuniformly and simultaneously on each side of piping to prevent lateral displacement of piping. b. Each layerof pipetrench fillmaterial shallbe compactedby notless than two complete coverages of allportions of surface of each lift using appropriate compaction equipment or machinery. C. E. Methodof compaction and compaction equipment and machinery used shall be appropriate for material to be compacted and shall not transmit damaging shocks to piping.Installation of Flowable Fill,also known as Controlled Low Strength Material(CLSM): 1. Discharge flowable fillfrom ready-mix deliveryvehicle into excavation,or other space to be backfilled with such material,via chutes,pumping,or hand-carried in buckets,in accordance with the Contract Documents (including the Specifications of Division 03 - Concrete)and requirements of flowable fill ready-mix Supplier. 2. Subgradeon which flowable fillis pla ced shallbe free of disturbed or softened materialand water. 3. Place flowable fill in lifts not greater than four feet depth. 4. Placing of each lift of flowable fill shallbe a continuous operation,to the extent practicable. 5. Place flowable fill in mannerthat prevents flotation of piping orotherdamage to the Work, other Underground Facilities,and adjacent property. 6. Cold Weather Placing: a. Do not place flowable fill on frozen subgrade. b. Flowable fillbatching,mixing,andplacingmaybe p erformed when weather conditions are favorable,and ambient air temperature is 34 degrees F and rising. c. At the time of placing,flowable fillmust have a temperature of not less than40 degrees F. d. Discontinue placingflowable fill when ambient airtemperature is 3 8 degrees F or less and falling. 7. Afterplacingflowable fill,allownot less than 12 hours before placing subsequent lift or approved otherwise by Engineer. 8. Prevent contactwith flowable fillby construction vehicles andequipment,or other traffic, fornot less than24 hours afterplacing,oruntilflowable fill is sufficiently hard to prevent rutting or other damage by vehicles and construction equipment. F. Compaction Density Requirements: 1. Compaction Requirements for Sitework(including civil,grading,and Underground Facilities): 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 31 23 33-13 LOCATION COMPACTION DENSITY MOISTURE CONTENT Under Pavement,Other Traveled Ways,Curbs,Gutters, Sidewalks, and Buried Utilities (including manholes, chambers,vaults,and similar items): Cohesive soils 95%per ASTM D698 -2 to+2%of optimum Cohesionless soils 75%relative density per ASTM D4253 and ASTM D4254 Sitework Not Covered by the Above Category or Classification: Cohesive soils 90%of ASTM D698 -2 to+32%of optimum Cohesionless soils 65%relative density per ASTM D4253 and ASTM D4254 2. Fill Lift Thickness: a. Unless expressly shown or indicated otherwise,place fill in trenches,below piping, below foundations,or under paved areas in horizontal uncompacted layers not exceeding eight inches deep,andthoroughly compact eachbefore next layer is placed. b. In pipe trenches,above elevation of bottom of pipe,horizontal uncompacted layers shall be six inches deep. 3. Fill Moisture Content: Fill shall be wetted and thoroughly mixed to achieve moisture content to within the required range indicated in the applicable table,above, with the following exception(s): a. On-site clayey soils: Optimum to plus three percent(moisture less than optimum is unacceptable). 4. Replacenatural,undisturbed soils orcompacted soil subsequently disturbed or removed by construction operations with materials compacted as indicated. 5. Field quality control testing for density;to verifythat specified densitywa s obtained,will be performed during each day of compaction Work. Responsibility for field quality control testing is indicated in this Section's"Field Quality Control"Article. 6. When field quality control testing indicates unsatisfactory compaction,provide additional compaction necessary to obtainthe required compaction. Perform additional compaction Work at no additional cost to Owner until required compaction is achieved. Such work includes complete removal of unacceptable(as determined by Engineer)fill areas and replacement and re-compaction until acceptable fill is provided in accordance with the Contract Documents. G. Replacement of Unacceptable Excavated Materials: In cases where over-excavation to replace unacceptable soil materials is required,backfill the excavation to required subgrade with granular structural fill material and thoroughly compact in accordance with applicable table in this provision. Slope the sides of excavation in accordance with the maximum allowable inclinations specified for each element of the Work. 3.7 UNAUTHORIZED EXCAVATION A. Unauthorized Excavation—General: 1. Excavations outside lines and grades shown or indicated and that are not approved by Engineer(including excavations below required subgrade elevation,unless Engineer directs removal of unsuitable subgrade material),together with removing and disposing of the associated material,shall be at Contractor's cost and risk. 2. Fill unauthorized excavations with properly compacted granular structural fill material at Contractor's cost. 3.8 GRADING A. Grading—General: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 31 23 33-14 I. Uniformly grade areas within limits of grading under this Section,including adjacent transition areas. 2. Smooth subgrade surfaces within specified tolerances,compact with uniform levels or slopes between points where elevations are shown,or between such points and existing grades. 3. B. Grading Surface of Fill Under Concrete Slabs-on-Grade: 1. Grade smooth and even,free of voids,compacted as specified,and to required elevation. 2. Provide final grades within tolerance of0.5-inch when tested with a ten-foot straightedge. 3.9 DISPOSAL OF EXCAVATED SPOIL MATERIALS A. Spoil Disposal-General: 1. Contractor shall haul away excavated material that does not comply with requirements for fill, or is in excess of quantity required for fill. 2. Disposal of materials shall comply with Laws and Regulations,at no additional cost to Owner. 3.10 FIELD QUALITY CONTROL A. Site Tests and Inspections: 1. Testing Laboratory: a. Employ a testing laboratory to perform field quality control testing. b. Testing Laboratory Scope: 1) For Pipe Bedding and Backfill: a) Perform two initial gradation tests foreach type of material plus 1 additional test for 500 cubic yards of each material. b) Perform two field moisture-density tests in accordance with ASTM D6938 or two relative density tests in accordance with ASTM D4253/D4254 as appropriate foreach type of bedding on backfill material proposed,except gra nular b edding matefia l to verify that required compaction of fill materials was provided. c) One in-place compaction testevery200 linearfeetof trenchin the compacted bedding zone and at every 1.5 feet of vertical lift of backfill materials in accordance with ASTM D2922/D3017. d) One in-place compaction testneartop of trench for trench depth of 2 feet or less in accordance with ASTM D2922/D3017. e) Five additional in-place compactiontests at the discretion of the Engineer in accordance with D2922/D3017 2) Tests of actual unconfined compressive strength or bearing tests (in accordance with ASTM D2850 or ASTM D2166)on each stratum. 3) Furnish to Engineer and Contractor written results of each test. c. Authority and Duties of Testing Laboratory: 1) Testing laboratory representatives("technician")shall inspect the materials in the field,perform testing,and report findings to Engineer and Contractor. When the Work is defective,technician will direct attention of Engineer and Contractor to such defective Work. 2) Technician shall not supervise performance of any of Contractor's Work. Technician shall not perform other duties for Contractor. 3) Work will be tested and inspected by testing laboratory as the Work progresses,but failure to detect defective Work(including defective materials)shall not,in any way,prevent later rejection when defect is discovered,nor shall it obligate Engineer for Substantial Completion or final acceptance. Technicians are not authorizedto revoke,alter,relax,enlarge,orrelease requirements of the Contract Documents,or to approve or accept any portion of the Work. 2. Responsibilities and Duties of Contractor: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 31 23 33-15 a. Use of testing laboratory or geotechnical consultant in no way relieves Contractor of responsibility to provide Work in compliance with the Contract Documents. b. When Owner furnishes services of testing laboratory,geotechnical consultant,or any combination thereof,for trenching,backfilling,and related earth Work,Owner and Engineerdo not represent that the sampling and testing performed by Owner-hired testing laboratory or observations by Owner-hired geotechnical consultants,is sufficient for Contractor's purposes,orto monitor all aspects of the trenching,backfilling,and related earth Work. If additional quality control is needed to verify that the Work performed and materials delivered to the Site are in accordance with the Contract Documents,Contractor may retain its own,independent testing laboratory to perform additional sampling and testing for Contractor's purposes. c. To facilitate testing laboratory and geotechnical consultant,Contractor shall advise testing laboratory andgeotechnical consultant not less than two days in advance of filling operations to allow for completion of field quality control testing and for assignment of personnel. d. Contractor shall be responsible for providing required compaction for fill and other earthwork. Contractor shall control construction operations by performing confirming tests to verify that Contractor has complied with the Contract Documents relative to compaction and moisture content. e. Contractor shall demonstrate adequacy of compaction equipment andprocedures before exceedingone ormore of the following quantities of earthwork. Each test location shall include tests for each layer,type,or class of fill to finish grade. 1) 200 linear feet of trench fill. 2) 10 cubic yards of granular structural fill. 3) 100 cubic yards of suitable soil material. 4) 50 cubic yards of subbase material. 3. Testing laboratory will inspect and indicate acceptable subgrades and fill layers before construction work is performed thereon. Testing of subgrades and fill layers shall be as follows: a. Trenches for Underground Facilities(including buried ductbanks): 1) In Open Fields: Two locations every 1,000 linear feet. 2) AlongDirt orGravelRoads orOff Traveled Right-of-Way: Two locations every 500 linear feet. 3) Crossing Paved Roads: Two locations along each crossing. 4) Under Pavement Cuts or Within Two Feet ofPavement Edges: One location every 400 linear feet. b. For granular structural fill: Once per lift for each 1,000 square feet placed and compacted. c. For Suitable Soil Material: One per 1,000 square feet on every compacted lift. d. Subbase Material: One per 1,000 square feet on every compacted lift. 4. Periodic compliance tests will be made by Engineer to verify that compaction is in accordance with the Contract Documents,at no cost to Contractor. Contractor shall remove overburden above the level at which Engineer wishes to test and shall fill and re-compact the material after testing is complete. B. Defective Work: 1. If testing laboratory reports orinspections indicate subgrade,fill,or bedding compaction less than specified density,Contractor shall remove unacceptable materials as necessary and replace with specified materials andprovide additional compaction at Contractor's cost until subgrades,bedding,and fill are acceptable. 2. Costs forretestingof subgrade,fill,or bedding materials thatdid notoriginally comply with the Contract Documents,including required density,shall be paid by Contractor. 3.11 RESTORATION A. Restoration—General: 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 31 23 33-16 1. Perform finish grading,including providing topsoil,in accordance with Section 3122 19 - Finish Grading. 2. Provide replacementpaving,sidewalks,curbs,gutters,and similaritems in accordance with the Contract Documents including the Specifications of Division 32 -Exterior Improvements. 3. Restore landscaping including lawn and meadow areas,in accordance with the Contract Documents including the Specifications of Division 32 -Exterior Improvements. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design TRENCHING AND BACKFILLING 31 23 33-17 F)� DIVISION 32 EXTERIOR IMPROVEMENTS SECTION 32 92 00 SEEDING, SODDING AND LANDSCAPING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Seeding,sodding and landscape planting: a. Soil preparation. b. Native grass seeding. c. Sodding. B. Related Specification Sections include but are not necessarily limited to: 1. Section 3122 19 -Finish Grading. 1.2 QUALITY ASSURANCE A. Referenced Standards: 1. American Nursery and Landscape Association/American National Standards Institute (ANLA/ANSI): a. Z60.1,American Standard for Nursery Stock. 2. AOAC International(AOAC). 3. ASTM International(ASTM): a. D2028,Standard Specification for Cutback Asphalt (Rapid-Curing Type). b. D5276,Standard Test Method for Drop Test of Loaded Containers by Free Fall. 1.3 SUBMITTALS A. Shop Drawings: 1. Product technical data including: a. Acknowledgement thatproducts submitted meet requirements ofstandards referenced. b. Manufacturer's installation instructions. c. Signed copies of vendor's statement for seed mixture required,stating botanical and common name,place oforigin,strain,percentage ofpurity,percentage of germination, and amount of Pure Live Seed(PLS)per bag. d. Type of herbicide to be used during first growing seasonto contain annual weeds and application rate. e. Source and location of sod,plants,and plant material. 2. Certification that each container of seed delivered willbe labeled in accordance with Federal and State Seed Laws and equals or exceeds Specification requirements. B. Informational Submittals: 1. Copies of invoices for fertilizer used on Project showing grade furnished,along with certification of quality and warranty. 1.4 SEQUENCING AND SCHEDULING A. Installation Schedule: 1. Provide schedule showing when trees,shrubs,groundcovers and other plant materials are anticipated to be planted. 2. Show schedule of when lawn type and other grass areas are anticipated to be planted. 3. Indicateplanting schedules in relationto schedule for irrigation system installation,finish grading and topsoiling. 4. Indicate anticipated dates Engineer will be required to review installation for initial acceptance and final acceptance. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SEEDING,SODDING AND LANDSCAPING 32 92 00-1 PART 2 - PRODUCTS 2.1 MANUFACTURERS AND SUPPLIERS A. Subject to compliance with the Contract Documents,the manufacturers and suppliers listed in the applicable Articles below are acceptable. 2.2 MATERIALS A. Sod: Turf Master Sod Farm or approved equal. 1. Viable,dense,strongly rooted,not less than two years old. 2. 60%Kentucky Bluegrass,30%Fescue,and 10%other grasses. 3. Free of weeds and undesirable native grasses. 4. Strips 12 to 18 inches wide. 5. Mow prior to stripping from field. 6. Cut so 3/4 inches of soil is firmly attached to roots. 7. Not frozen or dormant. B. Native Grass Seeding: 1. Grass seed shall be the Upland Mix per City of Fort Collins Natural Areas Native Seed Mixes. 2. Refer to Drawings for seed mix and seeding rate. 3. The Contractor shall compensate forpercentage of purity and germination by furnishing sufficient additional seed to equal the specified pure live seed product. The formula for determining the quantity of pure live seed(PLS)shall be: Pounds of Seed(Bulk)X Purity X Germination=Pounds of Pure Live Seed (PLS) 4. The Contractor shallpresentto theEngineera certificate of the PLS test of the grass seed which he intends to use. All grass seed furnished shallbe delivered in sealed bags showing weight,analysis and vendor's name and address. C. Grass Seed Mulch 1. Material for mulching shall consist of oat,wheat,barley or rye straw,and shallbe free of noxious weed seeds. Straw in a state of advanced decomposition will not be accepted. At least 50%of the mulchby weight shall be uniform in length. Apply mulch on all seeded areas pertheColorado State Departmentof Highways,"Standard Specifications for Road and Bridge Construction". D. Fertilizer: 1. Commercial fertilizermeeting applicable requirements of Local,State and Federal law and shallbe certified by the manufacture prior to its application. 2. Dry fertilizers shall have a primary element composition by weight of 6-10-5: a. Nitrogen(1)six(6%)percent ofwhich fifty(50%)percent is organic,phosphoric acid (P205)ten(10%)percent and potash(K20)five(5%)percent. 3. Dry fertilizers shall have a secondary element composition by weight of 20-10-5: a. Nitrogen(1)twenty(20%)percent of which fifty(50%)percent is organic,phosphoric acid(P205)ten(10%)percent and potash(K20)five(5%")percent. 4. The primary and secondary elements maybe organic,inorganic,ora combination and shall be available accordingto the methods adopted by the Association of Official Chemists. 5. The dry fertilizer material shall be pelletized or granular,uniform and a free flowing product. Material which has caked,segregated,exceeded the expiration date of application, or be otherwise damaged shall not be used. 6. The fertilizer shall be thoroughly mixed by the manufacturer. Each container shall clearly identify the contents. Materials and containers previously opened,exceeding the expiration date for application or otherwise damaged shall not be used. E. Soil Amendments: 1. Imported--For new topsoil required to make grade or for use in planting operations,use friable natural sandy loam,similar to topsoil existing on the site. (Submit sample for approval). 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SEEDING,SODDING AND LANDSCAPING 329200-2 2. In-Situ--Soil in-place on the site,such as tree pit excavation,maybe used provided it is free from roots,limbs,rocks,construction debris and other foreign material. 3. Improved Planting Mix(Prepare Soil): a. Backfill planting pits and planters using an improved soil mix consisting of: 1) 1. 85%on-site or imported topsoil; and, b. 2. 15%composted manure 4. Composted Manure: a. Use cow,sheep or a combinationof cow and sheepmanure which has beenthoroughly composted,i.e.,in a generally decomposed condition and not containing excessive heat, with no foreign material and screened or ground to eliminate clumps larger than 1-inch in diameter. b. Compost shall have the following characteristics: 1) Percent moisture-less than 20% 2) Percent organic matter-minimum of 20% 3) C/N ratio- 10/1 or less (Submit sample for approval). F. Water: 1. Water free from substances harmful to grass or sod growth. 2. Provide water from source approved prior to use. 2.3 ACCESSORIES A. Wood Pegs: Softwood,sufficient size and length to ensure anchorage of sod on slope PART 3 - EXECUTION 3.1 SOIL PREPARATION A. General: 1. Limit preparation to areas which will be planted soon after. 2. Provide facilities to protect and safeguard all persons on or about premises. 3. Protect existing trees designated to remain. 4. Verify location and existence of all underground utilities. a. Take necessary precaution to protect existing utilities from damage due to construction activity. b. Repair all damages to utility items at sole expense. 5. Provide facilities such as protective fences and/or watchmen to protect work from vandalism. a. Contractorto be responsible forvandalism until acceptance ofwork in whole or in part. B. Preparation for Lawn-Type Seeding,Sprigging,Plugging or Sodding: 1. Verify that elevations and grades have been completed per the Drawings prior to conducting work under this Section. Notify the Engineer/Owner prior to commencing soil preparation work if existing grades are not satisfactory,or assume responsibility for conditions as they exist. 2. Weed and Debris Removal: a. All ground areas to be planted shallbe cleaned of all weeds and debris prior to any soil preparation or grading work. Weeds and debris shall be disposed of off the site. 3. Contaminated Soil: a. Do not perform any soil preparation work in areas where soil is contaminated with cement,plaster,paint or other construction debris. b. Bring such areas to the attention oftheENGINEER/OWNERand do not proceed until the contaminated soil is removed and replaced. 4. Moisture Content: a. Soil shallnot be worked when moisture content is so great that excessive compaction will occur,nor when it is so dry that dust will form in the air orthat clods will not break 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SEEDING,SODDING AND LANDSCAPING 329200-3 readily. Water shall be applied,if necessary,to bring soil to an optimum moisture content for tilling and planting. 5. Ripping&Scarification: a. Rip,scarify,or otherwise loosen all areas to a depth of 6 inches,removing all obstructions encountered in excavating,such as loose rock,construction debris,etc. C. Native Grass Seeding: 1. Seeding without cover crop: a. Plow areas tobe seeded to shallow depth as soon as ground can be worked without clodding. b. Leave ground fallow until weeds germinate,approximately 3 to 4 weeks later. c. Disc entire area again to turn over weeds. d. Disc at least twice prior to planting. e. Cultipack entire area immediately following final disking. 2. Seeding with cover crop: a. Plant covercrop(4 to 8 pounds peracre in rows not exceeding42 inches width)over all areas to be seeded.(optimum planting time-June 1 through July 15). b. Allow cover crop to mature andharvest completely leaving stubble at least 18 inches in field. c. Field is then ready for seeding of native grasses. 3. Leave surface(seedbed)hard to discourage weed growth and erosion. a. Ground should be undisturbed and uncultivated. 3.2 INSTALLATION A. Seeding: 1. Do not use seed which is wet,moldy,or otherwise damaged. 2. Perform seeding work from April 1 st to July 1 st for spring planting,and August 30th to October 30th for fall planting,unless otherwise approved by Engineer. 3. Distribute seed evenly over entire area at rate ofapplication not less than 4 pounds(PLS)of seed per 1000 square feet,50%sown in one direction,remainder at right angles to first sowing. 4. Stop work when work extends beyond most favorable planting season for species designated,orwhen satisfactory results cannotbe obtainedbecause of drought,high winds excessive moisture,or other factors. a. Resume work only when favorable conditions develop. 5. Lightly rake seed into soil followed by light rolling or cultipacking. 6. Immediately protect seeded areas against erosion by mulching. a. Spread mulch in continuous blanket using 1-1/2 tons per acre to a depth of 4 or 5 straws. 7. Protect seeded slopes against erosion with erosion netting or other methods approved by Engineer. a. Protect seeded areas against traffic or other use by erecting barricades and placing warning signs. 8. Immediately following spreading mulch,anchor mulch using a rolling coulter or a wheatlandlandpacker having wheels with V-shapededges to force mulch into soil surface, or apply evenly distributed emulsified asphalt at rate of 10-13 GAL/1000 square feet. a. SS-1 emulsion in accordance with ASTM D5276 or RC-1 cutback asphalt in accordance with ASTM D2028 are acceptable. b. If mulch andasphalt are applied in one treatment,use SS-1 emulsion with penetration test range between 150-200. c. Use appropriate shields to protect adjacent site improvements. B. Sodding: 1. Notify Engineer of source and location ofsod at least 30 days prior to sodding operation,to permit inspection. a. Submit species and percentages of purity and state botanical and common names. 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SEEDING,SODDING AND LANDSCAPING 329200-4 2. Sod areas as designated and disturbed lawn areas whichwere sodded or established prior to construction. 3. Perform sodding only during climatic orweather conditions conducive to successful results. a. Lay within 24 hours of stripping. b. Do not use dormant or frozen sod. c. Soddingmaybe accomplished ata H sea sonalperiods providing adequate provisions for sod protection are taken to ensure fitness and survival. d. Do not place sod when temperature is below 32 degrees F. e. Do not place frozen or dried out sod. f. Do not sod on frozen or dried out soil. 4. Lay sod to form a solid mass with tightly fitted joints. a. Butt ends and edges; do not overlap. b. Staggerjoints. c. Tamp or roll lightly to ensure full contact with subgrade. d. Work sifted soil into minor cracks,avoid smothering adjacent grass. e. Peg sod on slopes to prevent slippage. 1) Use sharpened 1 x 1 x 6 inches wooden pegs. 3.3 MAINTENANCE AND REPLACEMENT A. General: 1. Begin maintenance of planted areas immediately after eachportion is planted and continue until final acceptance or fora specific timeperiodas stated below,whichever is the longer. 2. Provide and maintain temporary piping,hoses,and watering equipment as required to conveywaterfrom watersources andto keep planted areas uniformly moist as required for proper growth. 3. Protection of new materials: a. Provide barricades,coverings or other types of protection necessary to prevent damage to existing improvements indicated to remain. b. Repair and pay for all damaged items. 4. Replace unacceptable materials with materials and methods identical to the original specifications unless otherwise approved by the Engineer. B. Seeded or Sodded Lawns: 1. Maintain seededlawns: 90 days,minimum,after installation and review of entire project area to be planted. 2. Maintain sodded lawns: 30 days,minimum,after installation and review of entire project area to be sodded. 3. Maintenance period begins at completion of planting or installation of entire area to be seeded or sodded. 4. Engineerwill reviewseeded orsoddedlawn area after installation for initial acceptance. 5. Cost of resodding required because of faulty operations ornegligence on partof Contractor shallbe borne by Contractor. Any areas so resodded shall have a turf establishment period beginning upon reseeding or resodding and a duration as specified above. Owner will assume risk for loss or damage due to beneficial occupancy of Project in any part, vandalism,damage by animals or fire,or losses due to curtailment of water by local authority,or due to"Acts of God"(floods,winds of 60 mph or more or heavy hail) 6. Replant bare areas using same materials specified. 7. Engineerwill review final acceptability of installed areas at end of maintenance period. 8. Maintain repaired areas until remainder of maintenance period or approved by Engineer, whichever is the longer period. END OF SECTION 10398893 City of Fort Collins Cathodic Protection Renewal-90%Design SEEDING,SODDING AND LANDSCAPING 329200-5 Fart Collins ATTACHMENT C WATER TREATMENT FACILITY CONTRACTOR REQUIREMENTS 1. CITY POINT OF CONTACT(POC) All contractors will be assigned a specific City of Fort Collins Point-Of-Contact(POC) person while they are working on the site. All communications, fobs and permits will be routed through their City POC. 2. EXCAVATION (DIG) PERMITS A. At least 48 hours prior to all excavations deeper than 6-inches, contractors must provide a request for a dig permit, in writing, to their designated City POC. B. Excavations shall not proceed until all the required signatures from City of Fort Collins staff have been obtained. C. No excavations will be approved without scheduling/obtaining the required locates. 3. WORKING DAYS AND HOURS A. No new excavations, or work done that may affect water treatment process, may be done on Fridays, or weekends, except in special circumstances with prior written approval from the City POC (48-hour prior notification is required). 4. BUILDING ACCESS A. For projects lasting longer than two weeks- the project foreman may be issued a fob and daily staffing email will be sent to the City POC listing personnel on-site; • Site access is Monday —Thursday, 7AM-4PM. Any work outside of said hours must be approved by the POC. B. For all other projects- each contractor staff member will be required to sign-in and sign-out each day. Contractor to provide list daily to POC. C. No plant keys will be issued to contractors; Only fobs will be issued. Contractor will acknowledge and sign the Gate Fob Policy. D. Propping doors open is discouraged, but may be permitted briefly, but only when contract personnel are working within sight of the door. 5. SAFETY AND WORK PRACTICES A. All work practices, at a minimum, must comply with OSHA standards. B. Work practices must also comply with City safety standards. C. City employees may stop work on any project not complying with safe working practices. Fart Collins ATTACHMENT D WATER TREATMENT FACILITY CONTRACTOR REQUIREMENTS D. Proper PPE shall always be worn. E. Report any unsafe conditions to the City POC; F. Use of City equipment or tools, such as ladders is only permitted with prior written permission; G. No borrowed equipment may leave the site, and borrowed equipment must be returned in the same condition as when it was loaned; H. Damage to City facilities or equipment must be reported immediately to the City POC; 6. CHLORINE EVACUATION TRAINING A. All contractor staff must attend chlorine evacuation training. This brief training is crucial to the safety of both contractor employees and emergency response personnel. 7. ENVIRONMENTAL MANAGEMENT SYSTEM (EMS) - See Attached A. Recyclables and cardboard must be placed in the appropriate dumpster. B. All chemical leaks or spills must be reported to the City POC. This includes oils, solvents, or anything that can change the environment. The City carefully monitors their environmental impacts, and the City POC will have access to many resources and services to help control leaks and clean up spills. C. Contractor will receive and sign Environmental Management Services (EMS) Contractor packet. 8. ACCESS TO WATER FROM FIRE HYDRANTS A. Contractors must request access to fire hydrants from plant staff prior to connect anything to a fire hydrant. B. Approved backflow prevention devices must be used. 9. DISINFECTION OF DRINKING WATER PIPING AND TANKS A. Disinfection procedures must be pre-approved by Plant Operations Manager. 10. CONFINED SPACES AND LOCK—OUT/TAG—OUT PROCEDURES A. All contractor personnel who participate in confined space entry or lock-out tagout must have the appropriate formal training and be able to provide proof of this training on request. Confined space areas will be pre-identified by the City POC. 11. PLANT SPEED LIMITS A. Observe plant speed limits, be aware of delivery and construction vehicles. Speed Limit is 15 mph throughout the premises. 12. VALVES Fart Collins ATTACHMENT D WATER TREATMENT FACILITY CONTRACTOR REQUIREMENTS A. Valves shall not be operated by any Contractor. Only Plant staff shall operate valves. 13. PARKING A. It is preferred that personal vehicles of contract personnel park near the construction trailers. B. No parking is allowed in chemical receiving areas without prior authorization. 14. CITY CONTACTS General Plant Contact Number: (970) 221-6690 Director of Plant Operations: (970) 221-6692 Plant Operations Manager (970)416-2155 Maintenance and Electrical Supervisor (970) 416-2514 ENVIRONMENTAL MANAGEMENT SYSTEM(EMS)PACKET Water Production Division City o 4316 W.Laporte Ave. Collins Fort Collins, 80521 970.221.6690 F6rt 970.221.6736-fax fcgov.com Verification Revision Approval Review Status Initials EMM EMS Team CPC Active Date 5/22/2024 6/18/2024 6/18/2024 Dear Contractor or Vendor, The City of Fort Collins has adopted an environmental policy that focuses on its environmental responsibility and reflects the community's strong desire to protect the environment. This policy specifies the need to comply with legal requirements and includes a commitment to continually improve environmental performance. With the implementation of this policy, a number of policies and procedures have been adopted at the Fort Collins Fort Collins Water Treatment Facility(FCWTF). The purpose of this EMS Guide for Contractors and Vendors is to familiarize you with these policies and procedures and to address how you will be affected. An Environmental Management System(EMS),with ISO 14001:2015 certification, has been implemented at FCWTF to achieve the City's goal of high environmental performance. In addition to addressing in-house activities, the EMS requires that any party doing work within the FCWTF fence line adhere to the relevant portions of the EMS. To fulfill this requirement, a list of procedures has been developed for all FCWTF contractors or vendors to follow while working on site. This guide provides an introduction to the EMS, communicates the environmental policy, and describes how you can help FCWTF achieve its environmental goals. If you have any concerns or questions regarding the information contained in this guide, please feel free to contact FCWTF any time at(970) 221-6690. Please reach out with any questions: 0 EMS Coordinator: Erik Monahan—emonahan(a'fcgov.com The City of Fort Collins' Environmental Policy SECTION ENVIRONMENTAL STEWARDSHIP nvironmental �-ommitmen The City of Fort Collins is committed to conducting its operations in a manner that is environmentally responsible and reflective of the community's strong commitment to the environment, optimizing decisions that are inclusive of the economy and social equity. They City will provide community leadership by reducing its environmental impact while benefiting citizens,the economy, and society. In order to meet or exceed these objectives, the City of Fort Collins will: Meet or exceed all legal compliance obligations and voluntary commitments Develop and implement programs for pollution prevention, energy conservation and natural resource protection Foster a culture through strong management commitment, education and investment where all employees are empowered and expected to proactively perform work in an environmentally responsible manner Commit to continuous improvement through establishing measurable objectives for evaluating environmental performance This environmental policy will be communicated to employees and contractors and will be available to the public via the City's website. iY,i,, M"M-wI •:4 Ali. City Manager Date Fort Collins Water Treatment Facility Significant Aspects An EMS requires that a facility identify those activities,products, and services that have the potential to impact the environment. These"environmental aspects" are then rated based on a defined set of criteria to determine their significance. From this list, significant aspects identified, and specific environmental objectives are formed. Controls are put in place to minimize environmental impacts associated with these activities and objectives and targets are put into place to improve environmental performance associated with these activities. The significant environmental aspects of the FCWTF: • WQL Building Efficiency • Spills on Michigan Ditch(diesel, etc.) • Solid Waste Stream Management (Recycling, etc.) • Fuel Usage—General • Instrument Reagent Disposal • Solids Residual Disposal (Sludge) The environmental objectives chosen for FCWTF: • Maintain electrical power reductions • Manage property and landscape to minimize environmental impact • Reduce solid waste stream to landfill and divert waste streams to beneficial use, to the greatest degree practical Basic measures in responsible environmental management are required, and we encourage all of our contractor partners to help us improve our environmental impacts in all aspects of our activities. Such basic measures include limiting of unnecessary idling of vehicle engines; striving to be efficient in your use of resources; recycling, reusing, or otherwise diverting waste to beneficial use, where possible; and storage of regulated materials, such as fuel and oil, in compliance with regulatory requirements and our Environmental Management System(EMS). Also,please be advised that our facility is subject to implementation of a Spill Control, Containment, and Countermeasure (SPCC)plan,which requires special handling of petroleum products and other oils being stored on site. We welcome any ideas or suggestions of yours that may help our partnership be more environmentally friendly. We value your role as our partner in environmental stewardship. Emergency Evacuation Procedures The Fort Collins Water Treatment Facility uses chlorine gas. Six tons of chlorine gas are stored on site. In the event of a chlorine leak, an alarm will sound, requiring evacuation of the facility. All personnel on site are required to follow the procedures in the flow chart below,provided in English and Spanish, to facilitate safe evacuation and ensure that all personnel are accounted for. Additional copies of the flow chart are available upon request. CIN of Fart Calllna I v Apofetr rrnwrawed Fit Collins Chlorine Leak, Alarm Evacluation Procedures Alarm Sounds Contact Person R'espons+blydres: ww _°� +�+ �•+ I } ���w••�y�y+��, I +� must be H 1-Evacuate I It ediatel� c ptwnelondrado in a cairn and orderly mannero: • wear a high-visibility „est National Guard Armory • Instruct others wring hert-arisibil ity 3324 La Pigrte Ave vests toremwethem • Bring mobile phone and radio,if immediately • Check in with Armory assailable Manager,or person in charge of Armory • Bring high-visibility vest,if immediately available Facilityimrnediately • Gates will be lacked open upon arrival ■ Do NOT stop to fob out + Cheek fcgov email via smartphonefor master sheet& contractor roster • obtain from desk log 2-Assemble book. -i ,ie Armor}-barking Lot and appoint a contact person obtain contraMr Tom -ant ersonnel who have a radio ondaell hone ;tee l sheetf►rrarr .wr,errwrr Nt contractor suiperintendent + Take roll cal I confirm all personnel •e Q _ �.,�. "'^�:;w.• are accounted for t.., • Do not allow anyone to levee • Contact person wears a h igh-visibility vest + rounitor raft traffcc + All ottiers remove high-visibility vests but k4mo ra&o crbnm cfeaar + Contact person takes roll call . Do NOT call the plant • When muster sheet is available,ensure all personnel ha,V a in the first 3c mlm aes been accounted for • only mweststalm after 30 minutes ancVor radio traffic is ymet for nwre than -Wat for Instructions fm;nutes rf radro cones is Contact person is the only person to request incident status ,W, TY,req-5t, h0dent CornrnanderwilI send someone to give you the all-dear °iwident command I + Do NOT leave L L) + Do NOT call the plant + Keep radio traf is dear for incident command ClucM da Fort Coll Ina F ur a.,ulggyyr w a PLC'rk;o tiJ. G�Po Bs G9ups Js Nd� uW aJ Plrocedim entos die evacuacian por alarma de fuel de cloro Su en a la Pmanrr de contucto a I a rm a ResponsGbifidudes: 6ebrserperssrnaldela Plante deTratamlent➢ de Aqua de Fart C.+nllins (fGWTf,per sus sighs 1 i Euacue nmed'iatamente EningIL)con teliftna adaa y rsdra de manera tranquila yordenada halo: . We andnaaleco-de alta visih8id2d. La Armleria de la Guardia Na+cional' . lndiqueaacras permn as 3324 LaPorte Arse Ch24E=&2tU vimbi1id2d sue s Fos • Lleve telefono m6vil V radio,si estan d!ispugMes de quiten- inmediato. Repmatese con el • Llewe ch:alew de alta visibilidad,si est5 disponible de L]irectmde Ia Arnena. inmediato. m can la persona encargad a de las • Las puertas se bloquearan en posicion abierta. de la • NO se detenga a usar el lector elertr6niro. a,nt+ia, R• erinase an la 4'rmeria-WD sa inmediatamentrlga. rlespues de su Ilegada. Retiiz el correo rlertroni;u de f gow ^� �y 1r'Y icy los 1r1�� mediante el teelefmrra L, — Reunase con I'os dermas■ inteligenteparaverla hoja de recorvommicrrto E n el estacionarrriento de la Armeria y des igne a una,persona de conraco del y la li=de cuntratis= personal de planta que disponga de radio ytelgono celular. . Cans�ga eiribmde reps ra de la rempcion. ji r■r..r� r��r1t N Consign la haja de . . ,� rmgi cie la punts f� pars cmntrati=m del 7 7— superintendentede! pase 4=. Confirme que todo el personal hayasido a 10 persoR a de cramacto Ileaa un chaleco de alta visibilidad. com2biliaado- ■ No permits que nadie ■ Todos los demos se quirtan los chaleros de alta visibil idad. se vaya ■ La perwRa de cons am pasa lista. Supervise el trAmo de ■ Cuando se disponga de la hoja de reco noci miento,asegtirese de que radio,pera mrBrta Q3 W eanrrl de nod^ia kbm. todo el personal hays silo rontabilizado. ■ W 112me2 Ia plants en + Im primevns 30 minubm. . So1iciber7est2do rinicamente despuL de 30 minutes yfo cuaoda el 3 - Espere 'instrucciones■ tmrtqufiodumdiaestc trarxi�urb durarrte mss Lu pearmm de aanladv es la amica que puede solicit-r el e=do del incidente. de 10 minutoc. E1[rdff de buidEafts em bra a alguien pars irfmnnrk el estado de fuera de pdisro. Si er ne=grin el corrtacta por radkh • d�[i sarlga- salicitr: • No Ilame a la plants. "lraeaders r C[ur mwnd- • Manteaga el traflco de radio libre pare recibir indicariories sobre el incidence. Environmental Management Procedures The following information is supplied to contractors and vendors who perform work on site for the Fort Collins Water Treatment Facility(FCWTF). The information presented below has been developed as part of the facility's Environmental Management System(EMS). The intent of this information is to make contractors and vendors aware of the EMS and to ensure conformance to applicable EMS procedures and work instructions. This facility provides drinking water to the public and all contractor and vendor activities can impact drinking water quality. It is imperative that the following guidelines are followed without exception. General°Environmental Management ■ Minimize idling of vehicles during any work operations. ■ Control fugitive dust emissions during any work operations and activities. ■ Do not excavate without the prior approval of appropriate FCWTF staff. ■ Follow all applicable Fort Collins Water Treatment Facility safety procedures. ■ Label, store, and dispose of any waste materials according to local, state, and federal regulations. NO UNLABELED CONTAINERS ARE PERMITTED ON SITE. ■ Notify appropriate FCWTF staff if there are any hazardous wastes on site. ■ Recycle or dispose of all wastes in an appropriate manner according to all local, state, and federal regulations. ■ Recycle all wastes to the greatest extent practical. Consultation from plant EMS team is available for help in determining appropriate disposition of materials. In some circumstances, the plant MAY allow disposal of certain recyclables in our on-site collection points, with special permission. ■ Notify appropriate FCWTF staff when a regulated material is being used on site(asbestos, PCBs, oil, etc.). ■ Provide Safety Data Sheets (SDS) for all materials upon request. im i ■ Do not discharge ANY material, including water, to storm water drains, sanitary sewer, or onsite holding ponds without approval of appropriate FCWTF staff. Notify appropriate FCWTF staff if a state-permitted discharge will occur. ■ Keep roadways and outside areas clean and free of debris. Material Storage/Spills ■ Obtain approval for outside storage of materials from appropriate FCWTF staff. ■ Equip storage areas with adequate secondary containment of all regulated materials. ■ Label and store all materials according to Hazard Communication standard [29CFR1910.1200]. No unlabeled containers are allowed. ■ Oils,petroleum fuels, and other materials regulated by 40CFRI 12 to be stored or transferred on site must be incorporated into our SPCC plan. Please notify us of your intention to bring such materials on-site, even temporarily, so that we can evaluate the applicability of 40CFR112. Storage of such materials must provide secondary containment and monthly inspection reports will need to be filed with FCWTF staff. ■ Close all chemical containers except when in use. ■ Have appropriate spill kits available. ■ REPORT ALL SPILLS OR RELEASES OF MATERIALS, OF ANY SIZE IMMEDIATELY to FCWTF staff(970) 221-6690 and the Special Projects Manager. Contractors will follow up by submitting a completed Spill Reporting Form. Technical Services Supervisor(Environmental Coordinator): (970) 416-2524 office, (303) 565-6213 mobile General Contact Number: (970) 221-6690 On-call Supervisor: (970) 203-3178 Director of Plant Operations, Water Production: Plant Manager: (970) 416-2155 (970)221-6692 Water Production Division City o 4316 W.Laporte Ave. Collins Fort Collins, 80521 970.221.6690 F6rt 970.221.6736-fax fcgov.com Fort Collins Water Treatment Facility EMS Guide for Contractors and Vendors Checklist This form must be completed,signed,and returned to the City of Fort Collins Fort Collins Water Treatment Facility (FCWTF). NOTE: Please review the enclosed materials prior to completing this form. Contractor/Company Name: Date: Contact Phone Number: E-mail address: ✓ Read and understand the signed Environmental Policy for the City of Fort Collins ✓ Read and understand the Significant Aspects for FCWTF ✓ Read and understand the Emergency Response Policy for Visitors ✓ Read and understand the Environmental Management Procedures ✓ If you will be storing fuel,oil,petroleum products,or any other material covered by 40CFR112,read and understand the SPCC plan.Agree to comply with requirements to train all staff on the SPCC,cooperate with FCWTF staff in incorporating all fuel and oil storage and transfer operations into our site SPCC plan,and implement applicable sections of the plan(Appendix I). Environmental Agreement My company will abide by all environmental regulations and policies when performing work at the FCWTF. My company will ensure that the requirements of the EMS are adequately communicated to all personnel that may visit FCWTF. For questions or additional information contact the City of Fort Collins Water Treatment Facility at(970)221-6690. Signature: Date: ***This document is on an annual review cycle in the EMS Document Control Matrix. Every time this document is reviewed, the most recent copy needs to be sent to Purchasing *** Rev. Effective Responsible Description of Revision No. Date Person 001 11/18/2015 GDS Updated document control box format Revised language regarding SPCC 002 08/10/2016 GDS Updated environmental objectives Updated chlorine leak evacuation flow chart 003 6/13/2018 GDS Updated environmental policy, added plant superintendent contact information. 004 01/16/2019 GDS Clarified language of environmental objectives 005 Ol/1/2020 GDS Added significant aspects, as per suggestion from NSF auditor. Corrected reference to MSDS to SDS. Added emphasis (underline)that discharges even of water must be coordinated with plant staff. Removed fuel usage from objectives list. Added Ops pager to contacts 006 7/12/2021 GDS Updated job titles, added language more strongly encouraging recycling of materials and offering EMS teams assistance 007 6/13/2023 CHB Updated Phone Numbers and Job Titles. Added the bolded statement above this table. 008 1/30/2024 EMM Added contact information and instruction to reach out. 009 5/22/2024 EMM Updated with newly signed Environmental Policy/Commitment. O10 6/18/2024 1 CPC Full review completed. No revisions suggested. City of Fort Collins Water Treatment Facility Verification Revision Approval Review Status Initials CHB EMS Team CHB F6Citycf I I �I�,�+ rt oL`i1 lam Date Active 7/8/2024 7/10/2024 07/10/2024 Water Resources &.Treatment Services WTF EMS Document Contractor Management Environmental Checklist This form must be completed upon request, signed and returned before the contracted work commences. Please reach out with any questions: • EMS Coordinator: Erik Monahan -emonahan(ab-fcgov.com NOTE: Please review WTF EMS Guide for Contractors and Vendors prior to completing this form. The following information is to be filled out by the Contractor/Supplier.- Contractor/Company Name: Date: Project Name: Work Order/ PO#: Contact Phone Number: Email Address: City Project Manager Contact: Activities or Work Description: Briefly describe the activities or work to be undertaken by your company at the WTF site: Waste Recycling and Disposal: Yes/No Print date:1/18/2019 WARNING!This document is uncontrolled when printed. Page 1 of 6 Previous versions or printed copies may be obsolete.Verify current revisions using the most current electronic copy located at K:IEMS12015 EMS DocumentsO Operation18.1 Operational Planning& ControllContractor Managemenh!'CWTF Contractor Mgmt Environmental Checklist Form 2017.doc. Clty of FC?rtr Will the activities or work you perform generate any non-hazardous (e.g. construction debris)or hazardous (e.g. asbestos, PCBs, etc.)wastes or other regulated materials? If YES, list the amounts and the types of wastes expected and the proposed disposal/recycling method. Please recycle wastes to the greatest extent practical. Plant EMS team members are available for consultation to determine best disposal method: Equipment Decommissioning: Yes/No Will the activities or work you perform involve decommissioning of equipment which may contain fluids or hazardous materials? If YES, list the types of fluids and the method of removal and disposal: Water Discharges: Yes/No Will the activities or work you perform produce or cause the release of any process wastewater? If YES, how will the wastewater be handled?Contractor equipment washed at the WTF site must be washed inside the Source of Supply wash bay with written permission only. Print date:1/1 812 0 1 9 WARNING!This document is uncontrolled when printed. Page 2 of 6 Previous versions or printed copies may be obsolete.Verify current revisions using the most current electronic copy located at K:IEMS12015 EMS DocumentsO Operation18.1 Operational Planning& ControllContractor Managemenh!'CWTF Contractor Mgmt Environmental Checklist Form 2017.doc. Clty of FDrtr Chemical Materials: What chemical materials (oils, fuels, pesticides, hazardous chemicals, etc.)and/or equipment that may contain chemical materials will you be handling or bringing on site to perform the contracted work? M.S.D.S.'s must be provided to the Special Projects Manager for all chemicals brought or delivered to or used at the WTF. Any container and/or tank that is intended to contain petroleum products needs to be reported and included in our site SPCC plan if the storage capacity is greater than 55 gallons. All such containers will need to be provided with secondary containment and inspected monthly, including filing of a monthly inspection report with the Special Projects Manager. Will you be storing any materials on site which need to be incorporated into our SPCC plan, according to the definition, above? How will any chemical spills be addressed? Stormwater Management: Yes/No Does the activity to be performed require a state permit for a non-storm water discharge? If YES, please describe the activity and list the permit number(s): For any equipment washed on the WTF site, written authorization must be obtained by completing a Wash Bay Authorization form. Print date:1/1 812 0 1 9 WARNING!This document is uncontrolled when printed. Page 3 of 6 Previous versions or printed copies may be obsolete.Verify current revisions using the most current electronic copy located at K:IEMS12015 EMS DocumentsO Operation18.1 Operational Planning& ControllContractor Managemenh!'CWTF Contractor Mgmt Environmental Checklist Form 2017.doc. Clty of FDrtr Air Emissions: Please list the process in place to control and minimize air emissions (e.g. Fugitive Dust Control Plan) Safety: Yes/No Have you received appropriate safety training from the WTF plant staff? Have you received Arc Flash training? Have you received training on facility evacuation procedures? Reclamation: Yes/No Will your activities require reclamation or reseeding? If YES, please describe the activity and location(s): All reseeding must use native grass species, as specified in our landscape management plan. except where specifically approved by the WTF EMS team. Print date:1/1 812 0 1 9 WARNING!This document is uncontrolled when printed. Page 4 of 6 Previous versions or printed copies may be obsolete.Verify current revisions using the most current electronic copy located at K:IEMS12015 EMS DocumentsO Operation18.1 Operational Planning& ControllContractor Managemenh!'CWTF Contractor Mgmt Environmental Checklist Form 2017.doc. Clty of FDrtr Environmental Management System (EMS): Yes/No Are your employees aware of WTF General EMS Procedures as required by the Water Production Manager and Project Manager? Your employees must be trained on procedures applicable to the contracted work to be performed that may have an impact on the environment. Please describe the training that your employees receive: Please provide any additional information on how your activities may affect or protect the environment: Environmental Agreement My company and subcontractors that I may bring to the site will abide by all environmental regulations and policies whenever on the project. My company will ensure that the requirements of the EMS are adequately communicated to all personnel contracting on the project. Documentation will be made available upon request. The Project Manager will communicate applicable changes of the Environmental Management System to my company. Retraining of affected individuals will be conducted, as appropriate. For questions or additional information contact the City of Fort Collins at 221-6690. Please note that a separate document will need to be filled out and signed upon completion of the project. Print Name: Title: Signature: Date: Special Projects Manager Review and Approval A review of the above-submitted document has been found to be: COMPLETE—approved, no further action is needed. ❑ INCOMPLETE—a response must be received by: Project Manager Signature: Date: Print date:1/1 812 0 1 9 WARNING!This document is uncontrolled when printed. Page 5 of 6 Previous versions or printed copies may be obsolete.Verify current revisions using the most current electronic copy located at K:IEMS12015 EMS DocumentsO Operation18.1 Operational Planning& ControllContractor Managemenh!'CWTF Contractor Mgmt Environmental Checklist Form 2017.doc. Clty of FDrFU�t f15 REVISION HISTORY: Rev. Effective Responsible Description of Revision No. Date Person 001 2/12/13 Don Skold Added Wash bay(under Water discharges) 002 9/5/13 Ken Morrison Native grass reseeding requirement 003 8/12/2015 GDS Added references to, "regulated materials." Added requirements for storage of petroleum products to be incorporated in to our SPCC plan. 004 11/18/2015 GDS Updated document control box format 005 6/13/2018 GDS Added language that indicates grass seed mixture is specified in our landscape management plan. 006 01/16/2019 GDS Reviewed, no revision required. Cleaned up some formatting. 007 7/12//2021 GDS Added language more strongly encouraging recycling and offering EMS team assistance. 008 7/8/2024 CHB Minor grammatical edits. Added reference to the project completion document that will need to be signed. Print date:1/1 812 0 1 9 WARNING!This document is uncontrolled when printed. Page 6 of 6 Previous versions or printed copies may be obsolete.Verify current revisions using the most current electronic copy located at K:IEMS12015 EMS DocumentsO Operation18.1 Operational Planning& ControllContractor ManagemenhFCWTF Contractor Mgmt Environmental Checklist Form 2017.doc. Clty of FDr S