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HomeMy WebLinkAboutBID - 5971 PEDESTRIAN BRIDGESSPECIFICATIONS AND CONTRACT DOCUMENTS FOR Pedestrian Bridges BID NO. 5971 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS April 7, 2006 – 3:00 P.M. (OUR CLOCK) CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS (2) SOILS REPORTS 07/2001 Section 00020 Page 2 SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 1 SECTION 00020 INVITATION TO BID Date: March 15, 2006 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on April 7, 2006, for the Pedestrian Bridges; BID NO. 5971. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the design, fabrication, and erection of three simple span prefabricated weathering steel truss pedestrian bridges with timber decks, including helix piers and steel abutments at 3 locations in the City of Fort Collins. Two bridges will be installed on West Laporte Avenue over the New Mercer Canal. One bridge is to be installed on West Mulberry Street over the Larimer County Canal No. 2. The City of Fort Collins reserves the right to authorize future orders from this bid for a period of five years after date of award. Annual renewals and pricing changes shall be negotiated by and agreed to by both parties. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available March 16, 2006. The Contract Documents and Construction Drawings may be examined online at: 1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp 2. Mercury-LDO Reprographics: www.mercury-ldo.com 07/2001 Section 00020 Page 2 Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be viewed and purchased at: 1. Mercury LDO Reprograhics: • FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524 Ph: 970-484-1201, Fax: 970-221-0404 • ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112 Ph: 303-790-7169, Fax: 303-792-2936 • DENVER: 860 Bryant Street, Denver, CO. 80204 Ph: 303-893-8701, Fax: 303-893-0617 • COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903 Ph: 719-231-8121, Fax: 719-633-5710 • LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202 Ph: 303-785-2520, Fax: 303-785-2522 • BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302 Ph: 303-539-1350, Fax: 303-539-1356 2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. 07/2001 Section 00020 Page 3 Construction Document Ordering Instructions (Download a complete PlanWell 4.0 Ordering Guide from www.planwell.com) 1. GO TO: www.mercury-ldo.com 2. SELECT: Denver Links: “Plan Well” 3. SELECT: Public Planroom: “GO” 4. SELECT: the desired “Project Number” from the list 07/2001 Section 00020 Page 4 5. CLICK: “Most Current Set” to View the list of documents available for the project 6. CLICK: Sheet No. to view 7. CLICK: to add a specific document to your “Shopping Cart” 8. CLICK: to place the order for printing 9. REGISTER –or- LOGIN 10. SELECT: Process-Media, Output Size and Binding options 11. ENTER: Job Number and PO information then click Next. 12. REVIEW: Recipient information. 13. ENTER: Quantities 14. CLICK: the down arrow to populate order. 15. SELECT: Delivery options and Due time. 16. ENTER: Your phone number in the special instructions box. 17. CLICK: Next. 18. REVIEW order 19. CLICK: SUBMIT Planwell contacts: Sam Ordway 970-691-2201, sordway@mercury-ldo.com David Bacon-720-220-7683, dbacon@mercury-ldo.com 07/2001 Section 00020 Page 5 Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision-making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By ______________________________________ James B. O'Neill, II, CPPO, FNIGP Purchasing/Risk Management Director 5971 Pedestrian Bridges Plan Holders List Updated 04/04/06 Contact Person: George Walton | Short Elliott Hendrickson, Inc. 2637 Midpoint Drive Suite F Fort Collins, CO, 80525 Phone: (970)484-3611 Fax: (970)484-4118 Email address: gwalton@sehinc.com Contact Person: Andrea Mattson | Builders Exchange 223 South Link Lane Fort Collins, CO, 80524 Phone: (970)484-1616 Fax: (970)484-3109 Email address: bex@verinet.com Contact Person: Wll Welch | connell resources 4305 E. Harmony Road Fort Collins,, CO, 80528 Phone: (970)223-3151 Fax: (970)223-3191 Email address: wwelch@connellresources.com Contact Person: Alex Stork | Wheeler Consolidated 9330 James Avenue South Bloomington, MN, 55431 Phone: (800)328-3986 Fax: Email address: astork@wheeler-con.com Contact Person: Dan Moosman | Moosman Bridge PO Box 803 Valentine, NE, 69201 Phone: (402)376-2544 Fax: (402)376-1737 Email address: dan@moosmanbridge.com Contact Person: Scott Van Deren | Mountain Steel 3800 Race st. Denver, CO, 80205 Phone: (303)296-1631 Fax: (303)296-2427 Email address: scottv@mountainsteel.com Contact Person: Valdemar Trevizo | V & S Landscape & Sprinkler Sys, INC 2458 W 44th Street Loveland, CO, 805381438 Phone: (970)461-8390 Fax: Email address: plkinne@comcast.net Contact Person: John Nelson | Vogel Concrete, Inc. 6330 S. College Ave Ft. Collins, CO, 80525 Phone: (970)484-3880 Fax: (970)407-9484 Email address: vogelconcrete@aol.com Contact Person: Christine Warner | Naranjo Civil Constructors, Inc. 1863 2nd Ave Greeley, CO, 80631 Phone: (970)356-7909 Fax: (970)356-0887 Email address: warner@naranjocivil.com Contact Person: Christine Williams | The Weekly Plan-It 6820 N. Franklin Ave Loveland, CO, 80538 Phone: (970)593-1171 Fax: Email address: chris@weeklyplanit.com Contact Person: Michael Carmien | Hydro Electric, LLC 2912 2nd Street PO Box 206 Bellvue, CO, 805120206 Phone: (970)217-3724 Fax: (970)472-1024 Email address: hydroelectric@frii.com Contact Person: Bruce Leland | Bridge America, Inc. PO Box 907 Alexandria, MN, 563080907 Phone: (320)763-5600 Fax: (320)763-5672 Email address: bleland@bridgeamerica.com Contact Person: Elizabeth Fraser | Consruction News Service 4775 Centennial Blvd Suite 150 Colorado Springs, CO, 80919 Phone: (719)632-9292 Fax: (866)720-2068 Email address: annie.fraser@cnsx.com Contact Person: Kathy Holman | Continental Bridge 8301 State Hwy 29 N Alexandria, MN, 56308 Phone: (800)328-2047 Fax: (320)852-7067 Email address: kathyh@continentalbridge.com Contact Person: ken longino | excel bridge manufacturing 12001 shoemaker ave. santa fe springs, CA, 90670 Phone: (562)944-0701 Fax: (562)944-4025 Email address: kenlongino@excelbridge.com Contact Person: Dianne Rundell | Park Range Construction Inc 2755 S. Raritan St Englewood, CO, 80110 Phone: (303)781-8936 Fax: (303)781-8409 Email address: dianne@parkrange.net Contact Person: Keith Meyer | Ditesco 3155 Rookery Road Fort Collins, CO, 80528 Phone: (970)988-8605 Fax: (970)204-1673 Email address: ditesco@comcast.net Contact Person: Mary DiManna | Big R Manufacturing 19060 WCR 66 Greeley, CO, 80631 Phone: (970)356-9600 Fax: (970)356-9621 Email address: Mary@bigrmfg.com Contact Person: George Walton | Short Elliott Hendrickson, Inc. 2637 Midpoint Dr., Suite F Fort Collins, CO, 80525 Phone: (970)484-3611 Fax: (970)484-4118 Email address: gwalton@sehinc.com Contact Person: Andrea Mattson | Builders Exchange 223 S. Link Lane Fort Collins, CO, 80524 Phone: (970)484-1616 Fax: (970)484-3109 Email address: bex@verinet.com Contact Person: Susan Keefer | Rocky Mountain Steel Piering, Inc. 9961 titan Park Circle Littleton, CO, 80125 Phone: (303)471-1155 Fax: (303)417-7369 Email address: mail@rmssco.com Contact Person: Joel Reger | G. L. Hoff 1815 W. 12th St. Loveland, CO, 80537 Phone: (970)669-3255 Fax: (970)663-1566 Email address: joel@glhoffco.com SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Pedestrian Bridges BID NO. 5971 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS April 7, 2006 – 3:00 P.M. (OUR CLOCK) CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS (2) SOILS REPORTS 07/2001 Section 00020 Page 2 SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 1 SECTION 00020 INVITATION TO BID Date: March 15, 2006 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on April 7, 2006, for the Pedestrian Bridges; BID NO. 5971. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the design, fabrication, and erection of three simple span prefabricated weathering steel truss pedestrian bridges with timber decks, including helix piers and steel abutments at 3 locations in the City of Fort Collins. Two bridges will be installed on West Laporte Avenue over the New Mercer Canal. One bridge is to be installed on West Mulberry Street over the Larimer County Canal No. 2. The City of Fort Collins reserves the right to authorize future orders from this bid for a period of five years after date of award. Annual renewals and pricing changes shall be negotiated by and agreed to by both parties. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available March 16, 2006. The Contract Documents and Construction Drawings may be examined online at: 1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp 2. Mercury-LDO Reprographics: www.mercury-ldo.com 07/2001 Section 00020 Page 2 Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be viewed and purchased at: 1. Mercury LDO Reprograhics: • FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524 Ph: 970-484-1201, Fax: 970-221-0404 • ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112 Ph: 303-790-7169, Fax: 303-792-2936 • DENVER: 860 Bryant Street, Denver, CO. 80204 Ph: 303-893-8701, Fax: 303-893-0617 • COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903 Ph: 719-231-8121, Fax: 719-633-5710 • LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202 Ph: 303-785-2520, Fax: 303-785-2522 • BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302 Ph: 303-539-1350, Fax: 303-539-1356 2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. 07/2001 Section 00020 Page 3 Construction Document Ordering Instructions (Download a complete PlanWell 4.0 Ordering Guide from www.planwell.com) 1. GO TO: www.mercury-ldo.com 2. SELECT: Denver Links: “Plan Well” 3. SELECT: Public Planroom: “GO” 4. SELECT: the desired “Project Number” from the list 07/2001 Section 00020 Page 4 5. CLICK: “Most Current Set” to View the list of documents available for the project 6. CLICK: Sheet No. to view 7. CLICK: to add a specific document to your “Shopping Cart” 8. CLICK: to place the order for printing 9. REGISTER –or- LOGIN 10. SELECT: Process-Media, Output Size and Binding options 11. ENTER: Job Number and PO information then click Next. 12. REVIEW: Recipient information. 13. ENTER: Quantities 14. CLICK: the down arrow to populate order. 15. SELECT: Delivery options and Due time. 16. ENTER: Your phone number in the special instructions box. 17. CLICK: Next. 18. REVIEW order 19. CLICK: SUBMIT Planwell contacts: Sam Ordway 970-691-2201, sordway@mercury-ldo.com David Bacon-720-220-7683, dbacon@mercury-ldo.com 07/2001 Section 00020 Page 5 Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision-making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By ______________________________________ James B. O'Neill, II, CPPO, FNIGP Purchasing/Risk Management Director SECTION 00100 INSTRUCTIONS TO BIDDERS 12/03 Section 00100 Page 1 SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort 12/03 Section 00100 Page 2 Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 12/03 Section 00100 Page 3 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. 12/03 Section 00100 Page 4 Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 12/03 Section 00100 Page 5 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 12/03 Section 00100 Page 6 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non-responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in 12/03 Section 00100 Page 7 the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. 12/03 Section 00100 Page 8 OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self-stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION SECTION 00300 BID FORM 7/96 Section 00300 Page 1 SECTION 00300 BID FORM PROJECT: Bid 5971 Pedestrian Bridges Place Date 1. In compliance with your Invitation to Bid dated , and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ______________________________________________________ ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: _________________________________________________________. 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. _______through . 8. BID SCHEDULE 00330 City of Fort Collins Pedestrian Bridges Bid No. 5971 Unit Cost Total 206.01 Structure Excavation C.Y. 50 $ $ 206.02 Free Draining Fill (No. 57 Aggregate) (C.I.P.) Ton 100 $ $ 420.01 Geotextile (Drainage) (ClassA) S.Y. 75 $ $ 509.01 Steel Abutment, 6-Foot, Installed Each 4 $ $ 509.02 Steel Abutment, 8-Foot, Installed Each 2 $ $ 552.01 Helix Pier, Installed Each 14 $ $ 614.03 Channelizing Barrels Per Day Per Each 150 $ $ 614.04 Type I Barricade Without Light Per Day Per Each 150 $ $ 614.07 Size A Sign With Stand Per Day Per Each 50 $ $ 614.08 Size B Sign With Stand Per Day Per Each 10 $ $ 614.11 Cone With Reflective Strip Per Day Per Each 200 $ $ 614.12 Safety Fence Per Day Per Roll 10 $ $ 614.13 Light - Steady Burn Per Day Per Each 15 $ $ 614.14 Light - Flashing Per Day Per Each 15 $ $ 614.15 Advance Warning Flashing - or Sequencing Arrow Panel Per Day Per Each 10 $ $ 614.16 Traffic Control Supervisor Per Day 3 $ $ 614.17 Traffic Control Supervisor Per Hour 50 $ $ 614.18 Flagging Per Hour 50 $ $ 625.01 Construction Surveying Lump Sum 1 $ $ 628.01 Pedestrian Bridge - 45' x 6' Laporte (East) Each 1 $ $ 628.02 Pedestrian Bridge - 30' x 6' Laporte (West) Each 1 $ $ 628.03 Pedestrian Bridge - 40' x 8' Mulberry Each 1 $ $ TOTAL COST $ Dollars and Cents. Signed Address Company Phone/Fax Check One: Individual Doing Business in Company Name Corporation Partnership Item No. Estimated Cost Description Unit Contract Quantity The City of Fort Collins reserves the right to authorize future orders from this bid for a period of five years after date of award. Annual renewals and pricing changes shall be negotiated by and agreed to by both parties. C:\DOCUME~1\cpatters\LOCALS~1\Temp\Bid Tab.xls Page 1of 1 7/96 Section 00300 Page 3 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: ________________________________ __________________ Signature Date ________________________________ Title ________________________________ License Number (If Applicable) (Seal - if Bid is by corporation) Attest:___________________________ Address _____________________________________ _____________________________________ Telephone _____________________________________ 7/96 Section 00410 Page 1 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 2 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ ________________________ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, Bid 5971 Pedestrian Bridges. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 7/96 Section 00410 Page 3 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) 7/96 Section 00420 Page 1 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: _________________________________________________ 2. Permanent main office address: __________________________________ 3. When organized: _________________________________________________ 4. If a corporation, where incorporated: ___________________________ 5. How many years have you been engaged in the contracting business under your present firm or trade name?___________________________ 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ 7. General character of Work performed by your company: _________________________________________________________________ _________________________________________________________________ 8. Have you ever failed to complete any Work awarded to you?________ If so, where and why?____________________________________________ _________________________________________________________________ 9. Have your ever defaulted on a contract?__________________________ If so, where and why?____________________________________________ _________________________________________________________________ 10. Are you debarred by any government agency? ______________________ If yes list agency name._________________________________________ 7/96 Section 00420 Page 2 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. _________________________________________________________________________ _________________________________________________________________________ _________________________________________________________________________ 12. List your major equipment available for this contract. _________________________________________________________________________ _________________________________________________________________________ _________________________________________________________________________ 13. Experience in construction Work similar in importance to this project: _________________________________________________________________________ _________________________________________________________________________ _________________________________________________________________________ 14. Background and experience of the principal members of your organization, including officers: _________________________________________________________________________ _________________________________________________________________________ _________________________________________________________________________ 15. Credit available: $______________________________________________________ 16. Bank reference:__________________________________________________________ 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? _________________________________________________________________________ 18. Are you licensed as a General CONTRACTOR?________________________________ If yes, in what city, county and state? __________________________What class, license and numbers?______________________________________________ 19. Do you anticipate subcontracting Work under this Contract?_________________ If yes, what percent of total contract?__________________________________ and to whom?_____________________________________________________________ 20. Are any lawsuits pending against you or your firm at this time?__________ IF yes, DETAIL___________________________________________________________ _________________________________________________________________________ 7/96 Section 00420 Page 3 21. What are the limits of your public liability? DETAIL _________________________________________________________________________ What company?____________________________________________________________ 22. What are your company's bonding limitations?_____________________________ _________________________________________________________________________ 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at ________________ this ______ day of __________________, 20__. _____________________________________________ Name of Bidder By:__________________________________________ Title:_______________________________________ State of________________________ ) County of_______________________ ___________________________________being duly sworn deposes and says that he is ______________________of_____________________________ and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this _______ day of ____________, 20__. ___________________________________ Notary Public ___________________________________ ___________________________________ My commission expires _____________________________. 7/96 Section 00430 Page 1 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ ______________________________ _______________________________ SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 9/12/01 Section 00510 Page 1 SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: Bid 5971 Pedestrian Bridges OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated ___________, 20__ for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for Bid 5971 Pedestrian Bridges; Contract Documents provide for the design, fabrication, and erection of three simple span prefabricated weathering steel truss pedestrian bridges with timber decks, including helix piers and steel abutments at 3 locations in the City of Fort Collins. Two bridges will be installed on West Laporte Avenue over the New Mercer Canal. One bridge is to be installed on West Mulberry Street over the Larimer County Canal No. 2. The Price of your Agreement is ________________________________________________ _______________________________________________________________________________ Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by _________, 20__. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully-signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER By:________________________________________ James B. O’Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management 9/12/01 Section 00520 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20__ and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the design, fabrication, and erection of three simple span prefabricated weathering steel truss pedestrian bridges with timber decks, including helix piers and steel abutments at 3 locations in the City of Fort Collins. Two bridges will be installed on West Laporte Avenue over the New Mercer Canal. One bridge is to be installed on West Mulberry Street over the Larimer County Canal No. 2, and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by North Star Design, 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 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within 15 calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within 45 calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not 9/12/01 Section 00520 Page 2 completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after the Fifteen (15) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, One Thousand Dollars ($1,000) for each calendar day or fraction thereof that expires after the Thirty (30) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably 9/12/01 Section 00520 Page 3 stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and 9/12/01 Section 00520 Page 4 conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of “Contract Documents” in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: 5 Pages: 1-4, S6 PEDESTRIAN BRIDGES Laporte Ave. & New Mercer Canal (East) Laporte Ave. & New Mercer Canal (West) Mulberry Ave. & Larimer County Canal No. 2 The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 9/12/01 Section 00520 Page 5 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 9/12/01 Section 00520 Page 6 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: ____________________________ By:_______________________________ JAMES B. O’NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING __________________________________ AND RISK MANAGEMENT Title:____________________________ Date:___________________________ Date:_____________________________ (CORPORATE SEAL) Attest: ________________________ Attest:___________________________ City Clerk Address for giving notices: Address for giving notices: P. O. Box 580 __________________________________ Fort Collins, CO 80522 __________________________________ LICENSE NO.:______________________ Approved as to Form _______________________________ Assistant City Attorney 7/96 Section 00530 Page 1 SECTION 00530 NOTICE TO PROCEED Description of Work: Bid 5971 Pedestrian Bridges To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20__. The dates for Substantial Completion and Final Acceptance shall be _____, 2006 and , 2006, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20__. CONTRACTOR: By: Title: SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate 7/96 Section 00610 Page 1 SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20__, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, Bid 5971 Pedestrian Bridges. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00610 Page 2 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this ___ day of , 20__. IN PRESENCE OF: Principal ______________________________ ________________________________________ ______________________________ ________________________________________ (Title) ________________________________________ (Address) (Corporate Seal) IN PRESENCE OF: Other Partners _____________________________ By:_____________________________________ _____________________________ By:_____________________________________ IN PRESENCE OF: Surety _____________________________ By:_____________________________________ _____________________________ By:_____________________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00615 Page 1 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20__, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, Bid 5971 Pedestrian Bridges. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00615 Page 2 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20__. IN PRESENCE OF: Principal ______________________________ By:___________________________________ ______________________________ ______________________________________ (Title) ______________________________________ (Address) (Corporate Seal) IN PRESENCE OF: Other Partners ______________________________ ______________________________________ ______________________________ ______________________________________ IN PRESENCE OF: Surety ______________________________ By:___________________________________ ______________________________ By:___________________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00630 Page 1 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00635 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: Bid 5971 Pedestrian Bridges _____________________________ PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins ____________________________ ____________________________ CONTRACTOR: ______________________________ ____________________________ CONTRACT DATE:____________________________ The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. _________________________________ ________________________________________ ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. ________________________________ By: ________________________________________ CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: ________________________________________ OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: 7/96 Section 00640 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE , 20__ TO: Gentlemen: You are hereby notified that on the day of , 20__, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, Bid 5971 Pedestrian Bridges. A check is attached hereto in the amount of $_____________ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated _________________________. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date:______________________. Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: 7/96 Section 00650 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: Bid 5971 Pedestrian Bridges 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the 7/96 Section 00650 Page 2 project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20__. CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20__, by Witness my hand and official seal. My Commission Expires: . Notary Public 7/96 Section 00660 Page 1 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: Bid 5971 Pedestrian Bridges CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , ____ . (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Section 00670 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE Section 00670 Page 2 SECTION 00700 GENERAL CONDITIONS SE SECTION 00800 SUPPLEMENTARY CONDITIONS 7/96 Section 00800 Page 1 SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Geotechnical Investigation Pedestrian Bridge West Mulberry Street and Larimer County Canal No. 2 Fort Collins, CO CTL Thompson February 25, 2004 Geotechnical Investigation Pedestrian Bridge West LaPorte Ave and New Mercer Canal Fort Collins, CO CTL Thompson February 25, 2004 Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 7/96 Section 00800 Page 2 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). 9/99 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 9/99 Section 00950 Page 1 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Bid 5971 Pedestrian Bridges CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: __ ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) _ ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: __ Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing 9/997/96 Section 00960 Page 1 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract NUMBER DATE AMOUNT The present status of the account for this Contract is as follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: 7/96 Section 00960 Page 2 CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 3 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 4 STORED MATERIALS SUMMARY PAGE 4 OF 4 On Hand Received Installed On Hand Item Invoice Previous This This This Number Number Description Application Period Period Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 GENERAL REQUIREMENTS INDEX PEDESTRIAN BRIDGES SECTION PAGE NUMBERS 01010 Summary of Work General Requirements 1-2 01040 Coordination General Requirements 3-4 01310 Construction Schedules General Requirements 5-6 01330 Survey Data General Requirements 7 01340 Shop Drawings General Requirements 8-10 01410 Testing General Requirements 11-12 01510 Temporary Utilities General Requirements 13 01560 Temporary Controls General Requirements 14-15 01700 Contract Closeout General Requirements 16 01800 Method of Measurement and Basis of Payment General Requirements 17 General Requirements - Page 1 of 17 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. This work shall consist of the design, fabrication, and erection of three simple span, welded self weathering steel truss pedestrian bridges with timber decks, including helix pier and steel abutments at 3 locations in the City of Fort Collins. Two bridges shall be installed on West Laporte Avenue over the New Mercer Canal. One bridge shall be installed on West Mulberry Street over the Larimer County Canal No. 2. Specific locations are described in Section 3500, Project Map. B. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. C. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner’s costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. E. Rick Richter and/or Erika Keeton will be the ENGINEER (Project Engineer/Manager). Rick Richter 970.221.6798 Mobile/Pager 970.222.1132 Erika Keeton 970.221.6605 Mobile/Pager 970.222.0787 F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page 2 of 17 UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Public Service Company of Colorado 482-5922, 221-8553 Telephone: U.S. West Communications 484-0300, 226-6310 Traffic Operations: City of Ft. Collins, Colorado 221-6608 Cable Television: Comcast 493-7400 The work described in these plans and specifications may require coordination between the Contractor and the utility companies. The contractor shall notify all affected utilities at least two (2) business days prior to commencing excavation or grading work. Contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987 to have location of UNCC registered lines marked by member companies. All other underground facilities shall be located by contacting the respective company. AGENCIES Safety: Larimer County Sheriff's Department: Occupational Safety and Health Administration Non-Emergency: 221-7177 (OSHA): 844-3061 Fire: Ambulance: Poudre Fire Authority Poudre Valley Hospital Non-Emergency: 221-6581 Non-Emergency: 484-1227 Emergency: 911 Emergency: 911 Police: City of Fort Collins Police Department Non-Emergency: 221-6550 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6608 END OF SECTION General Requirements - Page 3 of 17 SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General Contractor’s contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. 1.2 CONFERENCES A. A Preconstruction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and Engineer's Project Representatives shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Resident Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. General Requirements - Page 4 of 17 C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION General Requirements - Page 5 of 17 SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre-construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show the complete work sequence of construction by activity and location. 2. Show changes to traffic control. 3. Show project milestones B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements - Page 6 of 17 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION General Requirements - Page 7 of 17 SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS A. The Contractor will provide the construction surveying for the improvements. B. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re-staking construction stakes and for the cost of re-establishing a destroyed monument. C. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION General Requirements - Page 8 of 17 SECTION 01340 SHOP DRAWINGS 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re-submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Do not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED Signifies material or equipment represented by the submittal does not conform with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. General Requirements - Page 9 of 17 4. FOR REFERENCE ONLY Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 ½" x 11". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re-submittals. General Requirements - Page 10 of 17 h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. 1.4 RE-SUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Requirements - Page 11 of 17 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval hereof shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor’s control system shall specifically include all testing required by the various sections of these Specifications. General Requirements - Page 12 of 17 B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document inspections and tests as required by each section of the Specifications. Provide copies to Engineer weekly. END OF SECTION General Requirements - Page 13 of 17 SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure from public view to the greatest practical extent. END OF SECTION General Requirements - Page 14 of 17 SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. General Requirements - Page 15 of 17 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the “Manual of Uniform Traffic Control Devices” (MUTCD), the City of Fort Collins “Work Area Traffic Control Handbook,” and the current “Larimer County Urban Area Street Standards.” In the event of a conflict between the MUTCD criteria and the City’s criteria, the City’s criteria shall govern. 1.6 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION General Requirements - Page 16 of 17 SECTION 01700 CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on the job site, and make available to the Engineer upon request, one current marked-up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. B. These record drawings along with any survey records, photographs and written descriptions of said work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION General Requirements - Page 17 of 17 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re-negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. END OF SECTION SECTION 02000 PROJECT SPECIFICATIONS The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", 2005, and the current Larimer County “Urban Area Street Standards”, (hereafter referred to as the "Standard Specifications") are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern. INDEX OF REVISIONS SECTION 104 Traffic and Parking Control 105 Inspection of Work 105 Maintenance During Construction 107 Protection and Restoration of Property and Landscape 108 Prosecution and Progress 201 Clearing and Grubbing 206 Excavation and Backfill for Structures 207 Topsoil 212 Seeding, Fertilizer, and Sodding 509 Steel Abutments 552 Helix Piers 630 Construction Zone Traffic Control 628 Pedestrian Bridge Project Specifications - Page 1 of 28 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: Subsection 104.04 shall include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date and times that the message on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., PATCHING.) See sample "NO PARKING" sign. “NO PARKING” signs shall remain in place until the street is opened to traffic and all clean up operations completed. All information on the "NO PARKING" signs, with the exception of the date, shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The “NO PARKING” signs shall be in effect for one or two days only. Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract. The Contractor will not be paid for traffic control costs incurred during Contractor caused delays. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer will meet to discuss the progress of the work and the placement of traffic control devices including "NO PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this time with the Engineer the proposed means of handling parking and traffic control for upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of this work. At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by the Contractor and the Engineer. The Contractor shall utilize forms approved by the Engineer for the tabulation of Traffic Control Devices utilized. The Contractor shall maintain access at all times to all businesses within the project. Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field shall be immediately implemented as directed by the Engineer. The cost for traffic control is covered in "Revision of Section 630, Traffic Control Devices" found herein. Project Specifications - Page 2 of 28 NO PARKING Wed July 7 7:00 AM - 6:00 PM PATCHING Project Specifications - Page 3 of 27 REVISION OF SECTION 105 INSPECTION OF WORK Section 105 of the Standard Specifications is hereby revised as follows: Subsection 105.11 shall include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefore has been included in the progress estimate. Project Specifications - Page 4 of 27 REVISION OF SECTION 105 MAINTENANCE DURING CONSTRUCTION Section 105 of the Standard Specifications is hereby revised as follows: Subsection 105.14 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left un-cleaned after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. All sweeping and clean up equipment shall be approved by the Engineer prior to the commencement of work. The Contractor shall maintain the streets during the construction process as prescribed above. If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor sufficient funds to cover the Owner's cost to provide said service. All cost of maintaining the work during construction and before the project is accepted, will not be paid for separately, but shall be included in the work. Project Specifications - Page 5 of 27 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.12 shall include the following: The fact that any underground facility - sprinkler systems, utility services, etc. - is not shown on the plans, details, or construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements which may be subject to such damage by reason of his operations. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place and the fact that the sod will be watered only once. The minimum overall width of the area to be sodded shall be one (1) foot. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns damaged by construction operations other than concrete repair shall take place within three (3) working days from the date of damage. In areas where the Engineer directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the work being done, and shall not be measured and paid for separately. Subsection 107.25(a) 3 and replace with the following: 3. State Waters. Based on 25-8-103 (19) CRS, state waters are defined to be any and all surfaces and subsurface waters which are contained in or flow through the state, including, streams, rivers, lakes, drainage ditches, storm drains, ground water, and wet lands, but not including waters in sewage systems, waters in treatment works or disposal systems, waters in potable water distribution systems and all water withdrawn for use until use and treatment have been completed. Subsection 107.25(b) 11 and replace with the following: Removal of concrete waste and washout water from mixer trucks, concrete finishing tools, concrete saw and all concrete material removed in the course of construction operations or cleaning shall be performed in a manner that prevents waste material from entering state waters. A minimum of 10 days prior to the start of concrete operations, the Concrete shall submit in writing a method for containing concrete wastewater to the Engineer for approval. Project Specifications - Page 6 of 27 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: Subsection 108.04 shall include the following: The work shall be completed within the following calendar months: JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC All Work is to be complete in fifteen (15) working days. Subsection 108.06 shall include the following: Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. Subsection 108.07 shall include the following: Failure to fully complete the project in fifteen (15) working days shall result in liquidated damages assessed against the Contractor in the amount of $1000.00 per day. Project Specifications - Page 7 of 27 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: Subsection 201.03 shall be amended to include the following: When any tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to any root removals. The Engineer and the City Forester's representative shall then make a determination regarding removal. Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the removal of tree roots. Project Specifications - Page 8 of 27 REVISION OF SECTION 206 EXCAVATION AND BACKFILL FOR STRUCTURES Section 206 of the Standard Specifications is hereby revised for this project as follows: DESCRIPTION Subsection 206.01 shall include the following: This work shall consist of structure excavation and backfill for bridge abutments and piers as shown on the plans. MATERIALS Subsection 206.02, General, shall include the following: Free draining fill for bridge abutments and piers shall be composed of No. 57 aggregate. METHOD OF MEASUREMENT Subsection 206.06 shall include the following: Free draining fill will be measured per ton of material complete in place. BASIS OF PAYMENT Subsection 206.07 shall include the following: The accepted quantities will be paid for at the contract unit price for each of the pay items listed below that appear in the bid schedule. Pay Item Pay Unit 206.01 Structure Excavation Cubic Yard 206.02 Free Draining Fill (No. 57 Aggregate) (C.I.P.) Ton The above payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Excavation and Backfill for Structures, including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading and disposal of unusable materials, as shown on the plans, as specified in these specifications, and as directed by the City Representative. Project Specifications - Page 9 of 27 REVISION OF SECTION 207 TOPSOIL Section 207 of the Standard Specifications is hereby revised as follows: Subsection 207.02 shall include the following: The source of topsoil for this project is undesignated, but the Contractor shall ensure that the source location and the area, which is to be used to store topsoil, shall be free of noxious weeds. Failure will result in the rejection of this topsoil. The imported topsoil is subject to approval by the Engineer before use. At least 30 days before hauling soil to the site, the Contractor shall supply a sample of the topsoil to Colorado State University Soil Testing Laboratory for analysis. The Contractor shall also contact engineer to inspect and approve this area and the area where the topsoil shall be stored. A Certificate of Compliance from the University shall be provided to the Engineer to verify the organic matter content, pH, sodium absorption ratio, electrical conductivity and nutrient requirements. Contractor supplied topsoil shall meet the following criteria: Property Minimum Value Maximum Value pH 6.5 7.8 Sodium Absorption Ratio - 10.0 Salts (electrical conductivity) - 4.0 mmhos/cm Organic matter 3% 10% Topsoil shall contain the following minimum ammonium DTPA (chelate) extractable nutrients the extracting solution used by CSU Soil Testing Laboratory: Nitrogen 5 ppm Air dried Basis Phosphorus 5 ppm Potassium 30 ppm Iron (Fe) 5 ppm Topsoil shall not include any minerals or elements detrimental to plant growth. All rocks and debris larger than four inches in diameter that are visible after the topsoil is spread shall be removed and disposed of in an appropriate manner on the project site. Subsection 207.05 shall include the following: The additional of manure or soil amendments needed to bring the topsoil into conformance with the specifications will not be measures and paid for separately, but shall be included in the work. Project Specifications - Page 10 of 27 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: Subsection 212.01 is revised to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod, in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the locations and details shown on the plans or as designated by the Engineer. See "Protection and Restoration of Property" found herein. Subsection 212.02 is revised to include the following: Topsoil Topsoil shall conform to the requirements of “Protection and Restoration of Property" found herein. Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer. The 1% allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish. Said sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. Subsection 212.05 is revised to include the following: Sodding: (a) Soil Preparation. The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical. Sticks, stones, debris and other similar material more than 2 inch in diameter shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected. (b) Topsoil Placement. Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The amount of compaction required shall be as directed by the Engineer. (c) Sod Placement. The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place and that the sod will only be watered once. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section, but will not be measured and paid for under the terms of this contract. Project Specifications - Page 11 of 27 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Subsection 212.08 is revised to include the following: No measurement for payment shall be made for re-sodding lawn damaged by the Contractor. Re-sodding in this instance shall be considered incidental to the work being performed. No measurement for payment shall be made when the re-sodding is incidental to the work performed or is contained within any other pay item in section 02000. Project Specifications - Page 12 of 27 REVISION OF SECTION 509 STEEL ABUTMENTS The steel abutments shall be manufactured and placed in accordance with Section 509 of CDOT Bridge and Road Specifications with the following addenda: DESCRIPTION 509.05 Self Weathering Tubing Not Applicable 509.06 Structural Tubing Not Applicable 509.08 High Strength Bolts Not Applicable 509.09 Pins and Rollers Not Applicable 509.10 Anchor Bolts Not Applicable 509.12 Welded Stud Shear Connectors Not Applicable 509.20 Welding Specifically section (g) Repairs, 2. Groove Welds and section (h) Stud Welding are not applicable. 509.21 Shop Assembly Specifically sections (b) Full Truss or Girder Assembly, (c) Progressive Truss or Girder Assembly, (d) Full Chord Assembly, and (e) Progressive Chord Assembly are not applicable. 509.24 Shop Cleaning and Painting of Steel Not Applicable 509.29 Field Cleaning and Painting of Steel Not Applicable METHOD OF MEASUREMENT 509.32 Steel Abutments will be measured on a per unit basis with one unit equal to the equipment, materials, and labor required for proper installation of one single steel abutment at the required size, type, location, elevation, and length specified. BASIS OF PAYMENT 509.33 The accepted quantities will be paid for at the unit price per unit of measurement for each of the pay items listed below that appear in the bid schedule. Payment will be made under: Pay Item Pay Unit 509.01 Steel Abutment for a 6-Foot Bridge, Installed Each 509.02 Steel Abutment for an 8-Foot Bridge, Installed Each Project Specifications - Page 13 of 27 SECTION 552 SPECIAL – HELIX PIERS Section 552 is hereby added to the Standard Specifications: DESCRIPTION 552.01 This work pertains to furnishing and installing helix piers shown in the Contract in accordance with the Drawings and these specifications. Each helix pier shall be installed at the location and to the elevation, minimum length, and installation torque indicative of the design allowable capacities shown on the Plans or as established. These specifications are to be used in conjunction with Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. MATERIALS 552.02 Guarantees and Insurance Helix pier manufacturer shall furnish a guarantee for a period of ten (10) years from date of delivery against defects due to manufacturing of helical anchors, helix piers, and pier caps. Helix pier manufacturer must carry product liability insurance. Refer to General Conditions for additional insurance requirements. 552.03 Pre-qualification Requirements Due to the special requirements for design and manufacture of helix piers, and the requirements for proper performance of the structural system, as a whole, helix piers shall be obtained from an organization specializing in the design and manufacture of helix piers. The following manufacturers’ products are pre-qualified for use on this project: Earth Contact Products Magnum Piering Dixie Electrical Manufacturing PierTech/Almita AB Chance Precision Pier USA A request for using any other manufactured helix pier products desired for use on this project must be submitted to the Project Manager and Foundation Engineer for review not less that seven (7) calendar days prior to the bid date. The request must include: 1. A catalog or recent brochure describing the manufacturer. 2. Evidence showing manufacturer has at least five (5) years experience in this area of work. 3. Current ICCES/BOCA/ICBO product acceptance report or complete description of product testing and manufacturing quality assurance programs used to assess and maintain product quality. Prior to bidding by any installer using a manufactured helix pier system that is not pre-qualified, written approval to bid must be received from the Project Manager upon consultation with the Foundation Engineer. Project Manager shall grant approval based on compliance with specific criteria herein. The Project Manager’s decision is final. 552.04 Minimum Material Requirements Helix piers shall be round shaft with a section modulus equal to or greater than that of the shaft section specified on the plans. Helix piers shall have the required number of helical blades so as to provide for adequate load carrying capacity. The strength of the helical blades, shaft connections, pier caps, and the shaft itself shall be sufficient to support the design allowable loads specified on the Plans. Full-scale mechanical strength testing, standard construction codes, and either allowable stress design or load factor resistance design should be used to determine the allowable mechanical strength of the helical anchor’s and helix pier’s manufactured components. Helical anchors, helix piers, and pier caps shall be protected from corrosion by hot-dip galvanizing per ASTM A153. Project Specifications - Page 14 of 27 SECTION 552 SPECIAL – HELIX PIERS The helix pier shaft connections shall be in-line, straight and rigid and shall have a maximum tolerable slack of 1/16-inch or as acceptable to Foundation Engineer. Bolts used to join helix pier sections at the shaft connections shall be zinc coated or galvanized and shall be the grade and size specified by the helix pier manufacturer. All helix pier bolts shall be securely snug tightened. Helix piers shall be fitted with a manufactured pier cap rated for the working loads shown on the Plans. MATERIAL SELECTION 552.05 Design and Application A list of all helical anchor, helix pier, and pier cap materials to be used on this project shall be submitted with the bid package. The list shall clearly state the allowable mechanical capacity of all materials. The list shall be certified by the manufacturer’s engineer. These specifications and the Plans provide minimum requirements to aid the contractor in making appropriate materials selections. The size and number of helical blades must be such that the helix piers achieve the appropriate torque and capacity in the soils at this site within the minimum and maximum length requirements. Failure to achieve proper torque and capacity shall result in contractor replacing helix piers as appropriate to support the required loads. All installation procedures, materials, and replacements shall be acceptable to Foundation Engineer. CONSTRUCTION REQUIREMENTS 552.06 Warranty and Insurance Helix pier installation contractor shall furnish a warranty for a period of ten (10) years from date of installation against defects due to workmanship on installation of helical anchor, helix pier, and pier caps. Helix pier installer must carry general liability insurance. Refer to General Conditions for additional insurance requirements. 552.07 Pre-qualification Requirements Due to the special requirements for installation of helix piers, and the requirements for proper performance of the structural system as a whole, helical anchors, helix piers, and pier caps shall be installed by an organization specializing in the installation of helix piers. The following installation contractors are pre-qualified for work on this project: Custom Environments – Fort Collins, CO HighCraft Construction – Fort Collins, CO Sherrick Construction – Broomfield, CO SCD Corp – Parker, CO Rocky Mountain Steel Piering, Inc. – Denver, CO Park Range Construction, Inc. – Denver, CO D&B Engineering Contractors – Denver, CO Ludwig Caisson Drilling – Castle Rock, CO Dwyer Concrete Lifting, Inc. – Cincinnati, OH Pier Tech, Inc. – New York, NY Any other contractor desiring to bid as the helix pier installer for this project shall submit a request to the Project Manager and Foundation Engineer for review not less than seven (7) calendar days prior to the bid date. The request must include: 1. A recent company brochure indicating experience in this type of work. 2. Evidence of having installed helix piers on at least ten (10) projects, including project name, location, and client contact information. 3. Detailed description of materials proposed for use on this project. Project Specifications - Page 15 of 27 SECTION 552 SPECIAL – HELIX PIERS Prior to bidding by any installer that is not pre-qualified, written approval to bid must be received from the Project Manager upon consultation with the Foundation Engineer. Project Manager shall grant approval based on compliance with specific criteria herein. The Project Manager’s decision is final. 552.08 Installation Equipment Each helix pier shall be advanced into the ground by application of rotational force using a hydraulic torque converter. Installation equipment shall include a direct means of determining the installation torque being applied to the helix pier. Acceptable methods of installation torque monitoring include hydraulic pressure drop, calibrated shear pins, electronic load cell, or other means acceptable to the Foundation Engineer. Current evidence of calibration of Contractor’s torque monitoring equipment shall be provided upon request of Foundation Engineer. 552.09 Equipment and Material Acceptance All helix pier installation equipment and materials shall be acceptable to the Foundation Engineer prior to delivery to the site. Acceptance will be based upon submission of records and data, as discussed in Sections 552.02 through 552.08. Once accepted, changes in installation equipment and materials will not be permitted without additional acceptance, and will be considered only after Contractor has submitted any and all information requested by Foundation Engineer. 552.10 Installing Helix piers Loads shown on the Plans are design allowable loads. A minimum factor of safety of 2.0 shall be used to determine the required ultimate tensile capacity of the helical anchors and compressive capacity of helix piers with regard to their interaction with soil and bedrock. Helix pier capacity in soil and on bedrock depends on the geometric configuration of the helical blades about the lead section and the subsurface conditions. The torque applied during installation provides an indirect verification of axial capacity. Manufacturer’s recommendations should be followed regarding the torque and the tensile/bearing capacity relationship for the particular helical anchor and helix piers selected. The number and size of blades shall be determined by the Contractor so as to achieve the required torque and tensile/bearing capacity for the soil conditions at the site. However, the ratio of design allowable capacity to the total area of the helical blades shall not exceed the allowable subsurface material bearing capacities, which are 10,000 psf for helix piers in the overburden soils and 50,000 psf for helix piers on bedrock. It is anticipated that (1) 10” diameter helical blade will be able to achieve a working capacity of 15 kips for the helix piers on bedrock. Larger diameter and more helical blades may be necessary to achieve proper torque and capacity within a reasonable installation length. Constant normal pressure shall be applied while screwing helix piers into the ground. The pressure applied shall be sufficient to ensure that, during each revolution, the helix pier progress into the ground a distance equal to at least 80% of the blade pitch. Rate of helix pier rotation shall not exceed 30 revolutions per minute. Helix piers shall be installed as close to the specified installation angle and position as possible. Tolerance for departure of pier from plumbness and position shall be as provided on the Plans. All helix pier components including the shaft and pier cap shall be isolated from making a direct electrical contact with any concrete reinforcing bars or other non-galvanized metal objects since these contacts may alter corrosion rates. Isolation can be accomplished using Teflon bushings or Rubberized coatings. 552.11 Field Modifications Field welding, if required, shall be in accordance with the “Code for Welding in Building Construction” of the American Welding Society. Welding of galvanized steel can produce toxic gases and should be done in adequate ventilation and with appropriate gas detection, breathing gear, and other safety equipment per OSHA regulations. Modification of manufactured helix pier shaft, helical blades, pier caps, and shaft connections is prohibited and shall not be performed without approval of product manufacturing company and acceptance by Foundation Engineer. Project Specifications - Page 16 of 27 SECTION 552 SPECIAL – HELIX PIERS 552.12 Quality Assurance Observation Installation of helix piers shall be observed by Foundation Engineer or Foundation Engineer’s representative/agent to verify the lengths and final installation torques. Contractor shall notify Foundation Engineer or Foundation Engineer’s representative/agent at least 24 hours prior to installation work. METHOD OF MEASUREMENT 552.13 Helix piers will be measured on a per unit basis with one unit equal to the equipment, materials, including pier caps, and labor required for proper installation of one single helix pier at the required final installation torque, capacity, location, elevation, and minimum length specified. BASIS OF PAYMENT 552.16 The accepted quantities will be paid for at the unit price per unit of measurement for each of the pay items listed below that appear in the bid schedule. Payment will be made under: Pay Item Pay Unit 552.01 Helix Pier, Installed Each Compensation will not be made for any additional length required to achieve the final installation torque and capacity that is beyond the specified minimum length. It is the Contractor’s responsibility to select, furnish, and install the helix piers with the appropriate number and size of helical blades so as to achieve the capacity and torque required and to anticipate the required length of the helix piers, and include these costs in the bid price per unit. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 17 of 27 Subsection 630.15 shall be revised as follows: This work shall consist of furnishing, installing, moving maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channelizing devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), and the City of Fort Collins' "Work Area Traffic Control Handbook", June 1989 with Revisions dated Summer of 2003. In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices removed from the project and later returned to use. Payment shall be made for the maximum number of each type of traffic control device being used at one given time per day. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). Subsection 630.16 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long-hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. Subsection 630.20 shall be revised as follows: Traffic control through the construction areas is the responsibility of the Contractor. For all locations, a Traffic Control Plan shall be prepared. The Traffic Control Plans shall be on City supplied forms. The Traffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m., two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) Full road closure plans shall be submitted no later than Friday morning by 8:00 a.m. for projects starting the following week. All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The cost for preparing and submitting the traffic control plan, including review fees, shall be included in the Contract Unit Price for Traffic Control Supervisor. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 18 of 27 The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic is intended to indicate those devices for which payment is to be made. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. Parking Restriction Plans shall be submitted and approved which show the location and quantity of "NO PARKING" signs, the date to be placed, and the date to be removed. The plans shall be prepared on City supplied forms. The Parking Restriction Plans shall be submitted to the Engineer by 8:00 a.m., two working days prior to the commencement of work. (Note: Parking Restriction Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Parking Restriction Plan has been approved. Failure to have an approved Parking Restriction Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. Subsection 630.21 shall be revised as follows: Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. The Head TCS shall be on site at all times during the construction. Time spent on site may be modified by the City Representative, as needed, based on the size and complexity of the project, location of work, duration of the project, traffic factors, weather, and roadway characteristics. The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the day or hour pay unit for TCS. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 19 of 27 It is the intent of the specifications that the Head TCS be the same throughout the project. If the Head TCS is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval for the replacement. The Head TCS will be paid for under the TCS item. The TCS's duties shall include, but not be limited to: (1) Preparing, revising and submitting Traffic Control Plans as required. (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, including those of the Subcontractors and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. Typed hand delivered notification to all businesses and residents at least 24 hours prior to construction. (The notification of residents and businesses may be accomplished by a representative of the TCS.) (5) Maintaining a project traffic control diary which shall become part of the City's project records. (6) Inspecting traffic control devices on every calendar day for the duration of the project. (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up traffic control devices. Notification of residents and businesses shall be the responsibility of the TCS and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete pouring, etc.), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the Engineer and shall be distributed prior to the commencement of each phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 24 hours prior to the commencement of work. (Note: The time frame criteria for distributing letters are the same as for posting "NO PARKING" signs.) The cost for preparing and distributing the letters shall be included in the cost for TCS. Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. All costs associated with “on call” service, excluding actual hours worked, shall be included in the contract unit price for Traffic Control Supervisor. The TCS's will be paid only for days the Contractor works, and as directed by the Engineer. On weekends and other days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the weekends, holidays, bad weather days, and other days the Contractor does not work shall be included in the unit prices for the equipment. Time spent setting up equipment, modifying equipment, and maintaining equipment and picking up equipment shall be included in the unit prices for the equipment. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 20 of 27 All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. Subsection 630.23 shall be revised as follows: Quantities to be measured for construction traffic control devices shall be the number of units of the various sizes and descriptions listed below: Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet Size B Signs - 9.01 to 16.00 Square Feet "NO PARKING" Sign with Stand will be measured and paid for separately and not included in the item for Size A Signs. "NO PARKING" Sign with Stand shall consist of a metal sign attached to a device (stand) such as a Vertical Panel or Type I Barricade. The sign material and stand shall be approved by the Engineer. The sign material and stand will not be measured and paid for separately but shall be included in the Contract Unit Price for "NO PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. “NO PARKING” signs must remain in place until the street is open to traffic. Traffic channelizing devices consisting of vertical panel, cones, or drum channelizing devices will be measured by the unit. Barricade warning lights shall be measured and paid for separately if approved by the Engineer. Advance Warning Flashing or Sequencing Arrow Panels will be measured by the unit. The number of Traffic Control Supervisors shall be approved by the Engineer prior to each days work. The quantity to be measured for Traffic Control Supervisor will be the number of authorized days performed by the Traffic Control Supervisor or his approved representative. An authorized day shall be any day, or portion of a day, authorized by the Engineer, that construction operation would require a Traffic Control Supervisor. "On Call" and project inspections on all other days will not be measured and paid for separately but shall be included in the work. The cost for setting up equipment, modifying equipment, and maintaining equipment (not including "NO PARKING" Sign with Stand) during authorized days shall be included in the Contract Unit Price for Traffic Control Supervisor per day. If a TCS(s) is used for an authorized day, but not for the entire day, the TCS shall be paid at the Contract Unit Price for "Traffic Control Supervisor" at the per hour rate. The quantity to be measured for flagging will be the total number of hours that flagging is actually used as authorized. Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be approved by the Engineer. Flagging outside of the construction work hours will not be paid for under the terms of this contract unless authorized in writing by the Engineer. Flagger stand-by time will not be paid for under the terms of this contract. REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 21 of 27 In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic control shall not be paid for under the terms of this contract. The costs for advance warning "NO PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms of this contract unless authorized by the Engineer in writing. In addition, the Owner shall deduct from compensation due the Contractor $10.00 for each traffic control device per day for said conditions, including "NO PARKING" signs and any signs which are not removed from the site immediately upon completion of the work. Subsection 630.24 shall be revised as follows: The cost for Traffic Control Devices, not including "NO PARKING" Sign with Stand, shall include delivery, rental, and pickup. The cost for setting up equipment, modifying equipment, and maintaining equipment will be paid for under the Contract Unit Price for TCS as described above. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. Payment shall be full compensation for furnishing, erecting, maintaining, moving, removing and disposing of construction traffic control devices necessary to complete the work. All construction traffic control devices which are not permanently incorporated into the project will remain the property of the Contractor. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Pay Item Unit 630.01 "NO PARKING" Sign with Stand Per Day Per Each 630.02 Vertical Panel Without Light Per Day Per Each 630.03 Channelizing Barrels Per Day Per Each 630.04 Type I Barricade Without Light Per Day Per Each 630.05 Type II Barricade Without Light Per Day Per Each 630.06 Type III Barricade Without Light Per Day Per Each 630.07 Size A Sign With Stand Per Day Per Each 630.08 Size B Sign With Stand Per Day Per Each 630.09 Size A Specialty Sign Cost of Manufacturing Each 630.10 Size B Specialty Sign Cost of Manufacturing Each 630.11 Cone With Reflective Strip Per Day Per Each 630.12 Safety Fence Per Day Per Roll REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Project Specifications - Page 22 of 27 630.13 Light - Steady Burn Per Day Per Each 630.14 Light - Flashing Per Day Per Each 630.15 Advance Warning Flashing or Sequencing Arrow Panel Per Unit Per Day 630.16 Traffic Control Supervisor Per Day 630.17 Traffic Control Supervisor Per Hour 630.18 Flagging Per Each Per Hour The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the appropriate unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured, they may be used throughout the project. Upon completion of the work, the Specialty Signs shall be returned to the Contractor. Flagger hand signs will not be measured and paid for separately, but shall be included in the work. The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered subsidiary to the item. Sand bags will not be measured and paid for separately, but shall be included in the work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the MUTCD, if approved; however, payment will be made for the typical panel size. The City shall not be responsible for any losses or damage due to theft or vandalism. REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Project Specifications - Page 23 of 27 SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON ARTERIALS AND COLLECTORS, INCLUDING THOSE LISTED ABOVE, WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF ONE WEEK PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. SECTION 628 PEDESTRIAN BRIDGE Project Specifications - Page 24 of 27 Section 628 is hereby added to the Standard Specifications for this project as follows: DESCRIPTION 628.01 This work consists of the design, fabrication, and erection of a simple span, welded self weathering steel, truss pedestrian bridge with a timber deck in accordance with the specifications and plan details. Potential bridge suppliers are: 1. Continental Bridge 8301 State Highway 29 N Alexandria, Minnesota 56308 1-800-328-2047, FAX 320-852-7067 2. Steadfast Bridges 4021 Gault Ave. South Fort Payne, Alabama 35967 1-800-749-7515, FAX 256-845-9750 3. Excel Bridge Manufacturing Company 12001 Shoemaker Avenue Santa Fe Springs, California 90670 562-944-0701, FAX 562-944-4025 4. Big R Manufacturing LLC P.O. Box 1290 Greeley, Colorado 80632-1290 1-800-234-0734, FAX 1-970-356-9621 5. Wheeler Lumber, LLC 9330 James Avenue South Bloomington, Minnesota 55431-2317 1-800-328-3986, FAX 952-929-2909 MATERIALS 628.02 Structural Steel. All structural steel shall be new (unused) material. The Contractor shall provide the Engineer with copies of all certified mill test reports for all structural steel and bolts. Floor beams, stringers, and members of each Half-through truss (upper and lower chords, diagonals, end posts and vertical posts) utilized in the bridges shall meet a longitudinal Charpy V-notch (CVN) value of 15 ft. lbs. at 40 degrees Fahrenheit. Testing shall be in accordance with AASHTO T 243 (ASTM A 673). The H frequency of heat testing shall be used. The Contractor shall provide the Engineer and the Staff Bridge Branch Fabrication Inspection Unit with certified copies of all CVN test reports. All square and rectangular structural steel tubing shall conform to the requirements of ASTM A 847, Cold-Formed Welded and Seamless High Strength, Low Alloy Structural Tubing With Improved Atmospheric Corrosion Resistance. All structural steel shapes and plates shall conform to the requirements of ASTM A 588, High-Strength Low-Alloy Structural Steel. SECTION 628 PEDESTRIAN BRIDGE Project Specifications - Page 25 of 27 All anchor bolts and nuts shall conform to the requirements of ASTM A 307, Grade A, Carbon Steel Bolts and Studs, and shall be galvanized in accordance with the requirements of ASTM A 153. Each anchor bolt shall be provided with two nuts for jamming. All structural steel field connections shall be bolted with high strength bolts. High strength bolts, including suitable nuts and plain hardened washers, shall conform to the requirements of ASTM A 325. Bolts shall be Type 3. 628.03 Timber Deck. All timber shall be new (unused) material and conform to either of the following: (1) Southern Pine, No. 1 or better quality, Graded in accordance with Southern Pine Inspection Bureau (SPIB) rules. (2) Douglas Fir-Larch, No. 1 or better quality, Graded in accordance with West Coast Lumber Inspection Bureau (WCLIB) rules. All lumber shall be manufactured and inspected in accordance with the latest edition of Product Standard 20-70 as published by the Department of Commerce, and shall be grade marked or have an accompanying certificate from a certified grading agency. The grading agency shall be certified by the Board of Review of the American Lumber Standards Committee. All timber shall be pressure treated, conforming to the requirements of the American Wood Preserver's Association (AWPA) Standards, Section C1 and C2 (Soil Contact). Either Ammoniacal Copper Arsenate (ACA) or Chromated Copper Arsenate (CCA) preservatives conforming to the requirements of Section P5 (Standards For Waterborne Preservatives) of the AWPA Standards shall be utilized and treatment shall be to a total absorption of 0.40 pounds per cubic foot of timber. A certified treatment report shall be provided to the Engineer and the Staff Bridge Branch Fabrication Inspection Unit. CONSTRUCTION REQUIREMENTS 628.04 Design. The AASHTO Guide Specifications for Design of Pedestrian Bridges and Division I (design) of the AASHTO Standard Specifications for Bridges shall govern the design. The superstructure of the pedestrian bridge shall consist of two parallel Half-through trusses, or Pony trusses, with at least one diagonal per panel. The trusses shall be the main load-carrying members of the bridge. The members of each Half-through truss, or Pony truss, (upper and lower chords, diagonals, end posts, and vertical posts) shall be fabricated from square and rectangular structural steel tubing. Floor beams and stringers shall be fabricated from structural steel shapes or square and rectangular structural steel tubing. The structure shall conform to the clear span, clear width, and railing requirements shown on the plans. Each pedestrian bridge shall be designed for the following loads and loading conditions: 1. Dead load shall be as defined in Section 3.3 of the AASHTO Standard Specifications. 2. Live load shall be as defined in the AASHTO Guide Specifications. Distribution to the stringer and floor beams shall be in accordance with Section 3 of the AASHTO Standard Specifications. Deflection and vibration limits as per the AASHTO Guide Specifications shall apply. SECTION 628 PEDESTRIAN BRIDGE Project Specifications - Page 26 of 27 Pedestrian live load shall be as defined by the AASHTO Guide Specifications, and used in load group I of the AASHTO Standard Specifications, Section 3. Vehicle live load shall be as defined by the AASHTO Guide Specifications, and used in load group IB of the AASHTO Standard Specifications, Section 3. When required by the plans, the vehicle live load shall be the Colorado Legal Load Type 3 Vehicle. This is a 27 ton, three axle, vehicle with 13.5’ front axle spacing and 4’ rear spacing. The axle loads are 7 tons on the front axle and 10 tons on each of the rear axles. 3. Wind load shall be as defined by the AASHTO Guide Specifications, and used in load group V of the Standard Specifications, Section 3. 4. Distribution of wheel loads on timber flooring shall be in accordance with Section 3 of the AASHTO Standard Specifications. Allowable loads in the structural steel members and weld metal shall be in accordance with Section 10 of the AASHTO Standard Specifications. Minimum thickness of structural steel shall be 3/16 of an inch. ½ inch diameter weep holes shall be drilled (flame cut holes will not be allowed) at all low points of all steel tubing members as oriented in the in-place, completed structure. In members that are level, or flat, a total of two weep holes shall be drilled, one at each end. Weep holes and their locations shall be shown on the Shop Drawings. Allowable stresses for timber decking, when required on the plans, shall be in accordance with Section 13 of the AASHTO Standard Specifications. All metallic fasteners utilized in attaching timber to structural steel shall be galvanized. All welded tubular connections shall be designed in accordance with Section 2, Parts A and D (Delete Subsection 2.36.6), of the Structural Welding Code-Steel ANSI/AWS/D1.1 (Latest Edition). Timber decking shall be placed transverse to the trusses and have a minimum nominal thickness of 3 inches. Decking shall be securely fastened to each stringer and at each end to prevent warping. The Contractor shall submit seven sets of Design Calculations and Shop Fabrication Details (Shop Drawings) to the Engineer for each pedestrian bridge separately. This submittal shall be in accordance with Subsection 105.02. The Design Calculations and Shop Drawings shall contain the endorsement seal of the Professional Engineer registered in the State of Colorado responsible for the design. 628.05 Shop Fabrication. Welding and fabrication of weathering steel pedestrian bridges shall conform to the requirements of the Structural Welding Code-Steel ANSI/AWS D1.1 (Latest Edition) as amended by the following: 1. As required in Subsection 4.7.3, a welding procedure shall be established by qualification in accordance with the requirements of Subsection 3.3 for the ASTM A 847 material used on the bridge. The results of the Procedure Qualification shall be recorded on Form E-1 in Annex E of AWS D 1.1. 2. The Contractor shall submit a Quality Control Plan. The Plan shall include personnel qualifications, certifications, and a Written Practice in accordance with ASNT SNT-TC-1A. 3. The quality of all welds shall be in accordance with Section 6, Table 6.1. In Table 6.1, Undercut 7(B), the criteria for primary members shall apply to the bottom chord members. SECTION 628 PEDESTRIAN BRIDGE Project Specifications - Page 27 of 27 4. All Complete Joint Penetration Groove Welds in butt joints in the bottom chord members shall be 100% Magnetic Particle tested in accordance with ASTM E 709. Acceptance shall be determined in accordance with Section 6.10 and Table 6.1, using Alternating Current. In addition, complete joint penetration groove butt welds welded from one side without backing of bottom chord members shall be examined by ultrasonic testing in accordance with Section 6.11.1. 5. Magnetic Particle Testing shall be performed on 100% of all attachment welds to the bottom chord, using Alternating Current, in accordance with Section 6.10 and Table 6.1. 6. All Procedure Qualification Records and Welder Qualification Test Records shall be current within three years of the date of beginning fabrication. 7. A copy of all Procedure Qualification Records, Welder Qualification Test Records, Quality Control Plan and all visual and nondestructive test reports shall be provided to the Engineer. All weathering steel shall be blast cleaned, Steel Structures Painting Council Surface Preparation No. 6 (SSPC-SP6, Commercial Blast Cleaning), to remove mill scale and foreign material which would prohibit rusting to a uniform color. 628.06 Field Construction. The substructure shall be constructed in accordance with the details shown in the plans and the pedestrian bridge shop drawings. Before construction begins on the substructure, the Contractor shall determine the anchor bolt requirements and substructure dimensions needed to properly erect the structure which will be provided. The Engineer shall be provided with two copies of detail sheets delineating these requirements before work begins. METHOD OF MEASUREMENT 628.07 Pedestrian bridge will be measured by the complete Bridge Girder and Deck Unit installed and accepted. BASIS OF PAYMENT 628.08 The accepted quantity shall be paid for at the contract unit price for the pay unit listed below. Payment will be made under: PAY ITEM PAY UNIT 628.01 Pedestrian Bridge – 45’x6’ Laporte (East) Each 628.02 Pedestrian Bridge – 30’x6’ Laporte (West) Each 628.03 Pedestrian Bridge – 40’x8’ Mulberry Each Payment shall be full compensation for all work necessary to complete the item, which shall include design, fabrication, transportation to the bridge site, and erection. The substructure shall be measured and paid for separately, anchor bolts shall be included in Item 628. Payment will not be made for this item until all required reports, certifications, and forms have been submitted to the Engineer. PedestrianCollins Bridge - West Mulberry City of Fort Street and Larimer County Canal No. 2 South Bryan Avenue West Mulberry PropoSsetdreet Bridge 0 105420 210 Feet 1 inch equals 200 feet PedestrianCollins Bridges GrandviewCanal - City Laporte of Fort Cemetery Avenue and New Mercer Taft Hill Road ProposedAvenue Bridge Proposed Bridge Laporte 0 110440 220 Feet 1 inch equals 200 feet MPO 5/10/05 1" = 10' Job No. 2 203-04 OF 5 2 Drawn by: Designed by: Date: SHEET Scale: No. MPO REVISION BY DATE PLAN & PROFILE LARIMER COUNTY CANAL NO. 2 MULBERRY AVENUE AND SCALE: 1" = 0 10' 10 5 10 20 Fax: 970-686-1188 Phone: 970-686-6939 Windsor, Colorado 80550 700 Automation Drive, Unit I design, inc. North Star CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND 1-800-922-1987 MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO PEDESTRIAN BRIDGE 0+20 5041 5042 5043 0+00 CROSSING PROFILE 5040 5039 0+40 0+60 0+80 1+00 5038 PROJECT NOTES: 1. THE BRIDGE SHALL BE 40.0' LONG, HAVE BICYCLE SAFE RAILS AND AN 8.0' WIDTH (CLEAR BETWEEN THE RAILS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ABUTMENT DIMENSIONS AND LAYOUT AND COORDINATING THE BRIDGE FABRICATION TO INSURE THAT THE BRIDGE WILL FIT PROPERLY ON THE ABUTMENTS. THE BRIDGE SHALL BE INSTALLED PRIOR TO POURING THE CONCRETE APPROACHES TO THE BRIDGE. THE BRIDGE SHALL BE PRE-ENGINEERED & MEET THE PROJECT SPECIFICATIONS. 2. EROSION CONTROL SHALL INCLUDE SILT FENCE ON THE SOUTH SIDE OF THE CONSTRUCTION ALONG THE IRRIGATION DITCH BANKS. 3. THE IRRIGATION DITCH SHALL BE KEPT FREE OF DEBRIS IN THE CONSTRUCTION AREA. 4. ALL DISTURBED AREAS SHALL HAVE 4" OF TOPSOIL REPLACED AND BE MPO 5/10/05 1" = 10' Job No. 3 203-03 OF 5 3 Drawn by: Designed by: Date: SHEET Scale: No. MPO REVISION BY DATE PLAN & PROFILE NEW MERCER CANAL (EAST) LAPORTE AVENUE AND SCALE: 1" = 0 10' 10 5 10 20 Fax: 970-686-1188 Phone: 970-686-6939 Windsor, Colorado 80550 700 Automation Drive, Unit I design, inc. North Star CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND 1-800-922-1987 MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO PEDESTRIAN BRIDGE 0+20 5055 5056 5057 0+00 CROSSING PROFILE 5054 5053 0+40 0+60 0+80 1+00 5052 PROJECT NOTES: 1. THE BRIDGE SHALL BE 30.0' LONG, HAVE BICYCLE SAFE RAILS AND A 6.0' WIDTH (CLEAR BETWEEN THE RAILS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ABUTMENT DIMENSIONS AND LAYOUT AND COORDINATING THE BRIDGE FABRICATION TO INSURE THAT THE BRIDGE WILL FIT PROPERLY ON THE ABUTMENTS. THE BRIDGE SHALL BE INSTALLED PRIOR TO POURING THE CONCRETE APPROACHES TO THE BRIDGE. THE BRIDGE SHALL BE PRE-ENGINEERED & MEET THE PROJECT SPECIFICATIONS. 2. EROSION CONTROL SHALL INCLUDE SILT FENCE ON THE SOUTH SIDE OF THE CONSTRUCTION (BETWEEN THE WALK AND CEMETERY) AND ALONG THE DITCH BANKS. 3. THE IRRIGATION DITCH SHALL BE KEPT FREE OF DEBRIS IN THE CONSTRUCTION AREA. MPO 5/10/05 1" = 10' Job No. 4 203-03 OF 5 4 Drawn by: Designed by: Date: SHEET Scale: No. MPO REVISION BY DATE PLAN & PROFILE NEW MERCER CANAL (WEST) LAPORTE AVENUE AND SCALE: 1" = 0 10' 10 5 10 20 Fax: 970-686-1188 Phone: 970-686-6939 Windsor, Colorado 80550 700 Automation Drive, Unit I design, inc. North Star CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND 1-800-922-1987 MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO PEDESTRIAN BRIDGE 0+20 5055 5056 5057 0+00 CROSSING PROFILE 5054 5053 0+40 0+60 0+80 1+00 5052 PROJECT NOTES: 1. THE BRIDGE SHALL BE 45.0' LONG, HAVE BICYCLE SAFE RAILS AND A 6.0' WIDTH (CLEAR BETWEEN THE RAILS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ABUTMENT DIMENSIONS AND LAYOUT AND COORDINATING THE BRIDGE FABRICATION TO INSURE THAT THE BRIDGE WILL FIT PROPERLY ON THE ABUTMENTS. THE BRIDGE SHALL BE INSTALLED PRIOR TO POURING THE CONCRETE APPROACHES TO THE BRIDGE. THE BRIDGE SHALL BE PRE-ENGINEERED & MEET THE PROJECT SPECIFICATIONS. 2. EROSION CONTROL SHALL INCLUDE SILT FENCE ON THE SOUTH SIDE OF THE CONSTRUCTION (BETWEEN THE WALK AND CEMETERY) AND ALONG THE DITCH BANKS. 3. THE IRRIGATION DITCH SHALL BE KEPT FREE OF DEBRIS IN THE CONSTRUCTION AREA. CLIENT: PROJECT LOCATION: REMOVEABLE / REUSEABLE SECURE FOUNDATIONS & STRUCTURES, INC PED. BRIDGE FOUNDATION 4. ALL DISTURBED AREAS SHALL HAVE 4" OF TOPSOIL REPLACED AND BE SEEDED PER CITY STANDARDS. EROSION CONTROL SHALL REMAIN UNTIL SEED IS ESTABLISHED. 5. IF THE DITCH BANKS ARE DISTURBED DURING ABUTMENT CONSTRUCTION, THEY SHALL BE RECONSTRUCTED TO A CONDITION BETTER THAN EXISTING CONDITION. THE SIDE SLOPES OF THE DITCH SHALL BE REPLACED WITH A MINIMUM OF 12" OF CLAY TO PREVENT SEEPAGE FROM THE DITCH. 6. ASPHALT CUTTING, REMOVAL AND REPLACEMENT SHALL MEET CITY STANDARDS. 7. HAND RAILS SHALL BE EMBEDDED IN THE SIDEWALK. THIS WORK TO BE COMPLETED BY OTHERS. 8. SIDEWALKS SHALL BE 6" THICK. 9. CONTRACTOR SHALL CONTACT THE CEMETERY MANAGER AFTER THE PROPOSED IMPROVEMENTS ARE STAKED AND PRIOR TO EXCAVATION TO VERIFY THAT THE PROPOSED EXCAVATION WILL NOT INTERFERE WITH ANY EXISTING GRAVES. 10. GRAVE SITES SHALL BE RESPECTED AT ALL TIMES. NO EQUIPMENT WILL BE ALLOWED TO TRAVEL THROUGH THE CEMETERY. NO DISTURBANCE, STAGING, STORAGE, ETC. IS ALLOWED ON EXISTING GRAVES OR WALKWAYS WITHIN THE CEMETERY. 11. THE CITY WILL CONTRACT FOR THE REQUIRED TREE REMOVAL. 12. BENCHMARK: ALL ELEVATIONS SHOWN ARE BASED ON AN ELEVATION TAKEN FROM FORT COLLINS BENCHMARK 32-97, 2" ALUMINUM CAP IN NORTH END OF CONCRETE HEADWALL AT SOUTHEAST CORNER OF TAFT HILL ROAD AND LA PORTE AVENUE. ELEVATION= 5059.08 (UNADJUSTED 1929 DATUM). 13. ALL WORK RELATING TO THE REMOVAL AND REPLACEMENT OF EXISTING CONCRETE AND ASPHALT PAVEMENT INCLUDING NEW CONCRETE APPROACHES SHALL BE PERFORMED BY OTHERS, UNLESS OTHERWISE NOTED. 14. REFER TO SHEET 6 FOR BRIDGE FOUNDATION DETAILS. APPROVED: NEW MERCER CANAL DITCH COMPANY PLAN APPROVAL Date CITY OF FORT COLLINS N:\203-03 Ped. Bridges - Laporte\sheets\ditch crossing.dwg 02/20/2006 06:27:36 AM MST 5059 5060 5061 5058 5062 1+20 CROSSING PLAN Title (LCUASS 701) N.T.S. 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" VERTICAL CURB AND GUTTER Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) General Notes 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. 3. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Contractor shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. 4. The Contractor shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 5. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the contractor shall contact the Designer and the Local Entity Engineer immediately. 6. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Contractor's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements. 7. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 8. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 9. At all times during construction, the Contractor shall be responsible for preventing and controlling on-site erosion due to wind and runoff, as well as vehicle tracking. S l ope s i dewa l k to curb 1 /4 " per foot . S l ope s i dewa l k to curb 1 /4 " per foot . and aligned with scoring on curb. NOTE: Construct sidewalk with joints at 10' intervals VAULTS OR OTHER EXISTING STRUCTURES. INSTALL WHEN POURING ADJACENT TO EXPANSION JOINT DATE: 03/02/01 REVISION NO: 1 CONSTRUCTION STREET STANDARDS URBAN AREA DRAWINGS DETACHED SIDEWALK DETAIL LARIMER COUNTY WEAKENED PLANE JOINT R 1/8" SIDEWALK DETAIL 1/4 SLAB THICKNESS 1/4" R1/4" 1/4" 1/2" 3/8" Expansion Joint material Landscaping Variable ATTACHED SIDEWALK DETAIL 1602 DRAWING 1' min. (F.C.) 2' min. (L) R=1/8" 6" R=1-1/2" 1-1/2" 18" R=1/8" 12" 4 1/2" COMPACTED SUBGRADE CONCRETE CHANNEL NOT TO SCALE S L O P E 1 / 2 " P E R F T . S x EX-FL 57.90 x FL 58.18 x T O W - E X 58 . 1 4 x T O W 58 . 80 x T O W 58.80 x T O W 58 . 80 x T O W 58 . 30 x T O W 58 . 30 x T O W 58 . 40 x T O W 58.28 x FL 58.48 x F L 58 . 64 x E X 58 . 69 x EX 58.68 x E X - F L 58 . 1 9 x T O W - E X 58 . 77 x F L 58 . 08 x T O W 58.70 x T O W 58 . 69 x T O W 58 . 57 x F L 58 . 06 x F L 58 . 35 x F L 57 . 98 0 + 20 0 + 40 0 + 60 0 + 80 1 + 00 PC = 0+20.17 PT = 0+27.47 PC = 0+75.58 PT = 0+85.46 PC = 0+96.20 PT = 1+03.51 1+15.28 N 1458096.45 E 3108229.09 0+00 N 1458096.26 E 3108119.60 C 1 L 1 L 2 C 2 L 3 C 3 L 4 LAPORTE AVENUE 6.0' 5.0' 3.0' STA 0+10 BEGIN CONSTRUCTION STA 0+10 TO STA 0+24.35 TRANSITION FROM EX. TO 6' WALK STA 0+28.08 TO STA 0+73.08 45' LONG x 6' WIDE PEDESTRIAN BRIDGE REMOVE 6.0' OF EX. CURB GUTTER AND WALK (BY OTHERS) REMOVE 6.9' OF EX. CURB GUTTER AND WALK. (BY OTHERS) INSTALL 52.9 LF OF CURB AND GUTTER (BY OTHERS) INSTALL 14.3 LF OF CURB AND GUTTER (BY OTHERS) 2' CURB CUT AND 8 LF OF 2' WIDE CONCRETE CHANNEL. REMOVE EX. 12" PIPE. 40 SF OF TYPE L (D50=9") RIPRAP TO TOE OF DITCH. (BY OTHERS) NEW MERCER CANAL EX. BRIDGE AND HEADWALL TO REMAIN TOP OF OPENING = 5056.58 LIMITS OF SURVEY. EX. GRAVES SOUTH OF THIS LINE. EX. GRAVE RELOCATE EX. "CEMETERY RULES" SIGN EX. WALL TO REMAIN EX. TREE TO BE REMOVED INSTALL 34 LF OF HAND RAIL ON SOUTH SIDE OF WALK. (BY OTHERS) STA 1+05.28 END CONSTRUCTION STA 0+99.51 TO STA 1+05.28 TRANSITION FROM 6' TO EX. WALK 6.5' GRANDVIEW CEMETERY RIGHT OF WAY EX. DOUBLE YELLOW STRIPE EX. WHITE STRIPE SAWCUT AND REMOVE PAVEMENT IN SHADED AREA. INSTALL STANDARD ASPHALT PATCH BETWEEN NEW CURB AND SAWCUT LINE. (BY OTHERS) SAWCUT AND REMOVE PAVEMENT IN SHADED AREA. INSTALL STANDARD ASPHALT PATCH BETWEEN NEW CURB AND SAWCUT LINE. (BY OTHERS) CP-DP PK NAIL IN SIDEWALK ELEV.= 5057.95 N= 1,458,094.49 E= 3,108,098.32 EXISTING 27" WATERLINE TOP OF PIPE ELEV. = 5054.67± CONCRETE APPROACH (BY OTHERS) CONCRETE APPROACH (BY OTHERS) REMOVE EXISTING SIDEWALK AS NECESSARY TO FACILITATE STEEL ABUTMENT CONSTRUCTION. 3.0' 5054 5056 5058 5060 5062 PVI STA = 0+10 PVI ELEV = 5058.45 1 . 66 % PVI STA = 0+28.08 PVI ELEV = 5058.80 1 . 93 % PVI STA = 0+73.08 PVI ELEV = 5058.30 - 1 . 11 % PVI STA = 1+05.28 PVI ELEV = 5058.76 1 . 44 % 1 . 72 % MATCH EXISTING WALK MATCH EXISTING WALK EXISTING GROUND PROPOSED TOP OF DECK @ CENTERLINE BEGIN PRE-ENGINEERED BRIDGE END PRE-ENGINEERED BRIDGE HELIX PIER HELIX PIER C3 10.00' 7.31' 3.83' 7.15' S 69°41'32" W 41°53'14" C2 10.00' 9.87' 5.38' 9.48' N 77°02'12" E 56°34'34" C1 20.00' 7.30' 3.69' 7.26' N 85°07'46" W 20°54'30" CURVE RADIUS LENGTH TANGENT CHORD CH BEARING DELTA CURVE TABLE L4 11.76' S 89°21'51" E L3 10.74' N 48°44'54" E L2 48.11' S 74°40'31" E L1 20.17' N 84°24'59" E LINE LENGTH BEARING LINE TABLE 4. ALL DISTURBED AREAS SHALL HAVE 4" OF TOPSOIL REPLACED AND BE SEEDED PER CITY STANDARDS. EROSION CONTROL SHALL REMAIN UNTIL SEED IS ESTABLISHED. 5. IF THE DITCH BANKS ARE DISTURBED DURING ABUTMENT CONSTRUCTION, THEY SHALL BE RECONSTRUCTED TO A CONDITION BETTER THAN EXISTING CONDITION. THE SIDE SLOPES OF THE DITCH SHALL BE REPLACED WITH A MINIMUM OF 12" OF CLAY TO PREVENT SEEPAGE FROM THE DITCH. 6. ASPHALT CUTTING, REMOVAL AND REPLACEMENT SHALL MEET CITY STANDARDS. 7. HAND RAILS SHALL BE EMBEDDED IN THE SIDEWALK. THIS WORK TO BE COMPLETED BY OTHERS. 8. SIDEWALKS SHALL BE 6" THICK. 9. CONTRACTOR SHALL CONTACT THE CEMETERY MANAGER AFTER THE PROPOSED IMPROVEMENTS ARE STAKED AND PRIOR TO EXCAVATION TO VERIFY THAT THE PROPOSED EXCAVATION WILL NOT INTERFERE WITH ANY EXISTING GRAVES. 10. GRAVE SITES SHALL BE RESPECTED AT ALL TIMES. NO EQUIPMENT WILL BE ALLOWED TO TRAVEL THROUGH THE CEMETERY. NO DISTURBANCE, STAGING, STORAGE, ETC. IS ALLOWED ON EXISTING GRAVES OR WALKWAYS WITHIN THE CEMETERY. 11. THE CITY WILL CONTRACT FOR THE REQUIRED TREE REMOVAL. 12. BENCHMARK: ALL ELEVATIONS SHOWN ARE BASED ON AN ELEVATION TAKEN FROM FORT COLLINS BENCHMARK 32-97, 2" ALUMINUM CAP IN NORTH END OF CONCRETE HEADWALL AT SOUTHEAST CORNER OF TAFT HILL ROAD AND LA PORTE AVENUE. ELEVATION= 5059.08 (UNADJUSTED 1929 DATUM) 13. ALL WORK RELATING TO THE REMOVAL AND REPLACEMENT OF EXISTING CONCRETE AND ASPHALT PAVEMENT INCLUDING CONCRETE APPROACHES SHALL BE PERFORMED BY OTHERS, UNLESS OTHERWISE NOTED. 14. REFER TO SHEET 6 FOR BRIDGE FOUNDATION DETAILS. APPROVED: NEW MERCER CANAL DITCH COMPANY PLAN APPROVAL Date CITY OF FORT COLLINS N:\203-03 Ped. Bridges - Laporte\sheets\ditch crossing.dwg 02/20/2006 06:27:36 AM MST 5059 5060 5061 5058 5062 1+20 CROSSING PLAN Title (LCUASS 701) N.T.S. 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" VERTICAL CURB AND GUTTER Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) General Notes 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. 3. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Contractor shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. 4. The Contractor shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 5. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the contractor shall contact the Designer and the Local Entity Engineer immediately. 6. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Contractor's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements. 7. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 8. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 9. At all times during construction, the Contractor shall be responsible for preventing and controlling on-site erosion due to wind and runoff, as well as vehicle tracking. S l ope s i dewa l k to curb 1 /4 " per foot . S l ope s i dewa l k to curb 1 /4 " per foot . and aligned with scoring on curb. NOTE: Construct sidewalk with joints at 10' intervals VAULTS OR OTHER EXISTING STRUCTURES. INSTALL WHEN POURING ADJACENT TO EXPANSION JOINT DATE: 03/02/01 REVISION NO: 1 CONSTRUCTION STREET STANDARDS URBAN AREA DRAWINGS DETACHED SIDEWALK DETAIL LARIMER COUNTY WEAKENED PLANE JOINT R 1/8" SIDEWALK DETAIL 1/4 SLAB THICKNESS 1/4" R1/4" 1/4" 1/2" 3/8" Expansion Joint material Landscaping Variable ATTACHED SIDEWALK DETAIL 1602 DRAWING 1' min. (F.C.) 2' min. (L) R=1/8" 6" R=1-1/2" 1-1/2" 18" R=1/8" 12" 4 1/2" COMPACTED SUBGRADE CONCRETE CHANNEL NOT TO SCALE S L O P E 1 / 2 " P E R F T . S S S CC CC L 5 C 4 L 6 C 5 L 7 C 6 L 8 C 7 L 9 0+94.66 N 1458093.50 E 3108782.50 LAPORTE AVENUE STA 0+10 TO STA 0+15.58 TRANSITION FROM EX. TO 6' WALK STA 0+31.00 TO STA 0+61.00 30' LONG x 6' WIDE PEDESTRIAN BRIDGE REMOVE 5.3' OF EX. CURB GUTTER AND WALK (BY OTHERS) REMOVE 30.0' OF EX. CURB GUTTER AND WALK. (BY OTHERS) INSTALL 38.7 LF OF CURB AND GUTTER. (BY OTHERS) INSTALL 13.1 LF OF CURB AND GUTTER (BY OTHERS) 2' CURB CUT AND 8 LF OF 2' WIDE CONCRETE CHANNEL. REMOVE EX. 4" PIPE. (BY OTHERS) 45 SF OF TYPE L (D50=9") RIPRAP TO TOE OF DITCH N E W M E R C E R C A N A L EX. BRIDGE AND HEADWALL TO REMAIN TOP OF OPENING = 5056.22 INSTALL 22 LF OF HAND RAIL ON SOUTH SIDE OF WALK. (BY OTHERS) STA 0+81.25 TO STA 84.66 TRANSITION FROM 6' TO EX. WALK GRANDVIEW CEMETERY RIGHT OF WAY EX. DASHED WHITE STRIPE EX. WHITE STRIPE SAWCUT AND REMOVE PAVEMENT IN SHADED AREA. INSTALL STANDARD ASPHALT PATCH BETWEEN NEW CURB AND SAWCUT LINE. (BY OTHERS) 0 + 00 0 + 40 0 + 60 0 + 80 0+00 N 1458092.38 E 3108693.08 PC = 0+10.00 BEGIN CONSTRUCTION PT = 0+17.86 PC = 0+20.15 PT = 0+28.00 PC = 0+64.00 PT = 0+71.86 PC = 0+76.79 PT = 0+84.66 END CONSTRUCTION LIMITS OF SURVEY. EX. GRAVES SOUTH OF THIS LINE. REMOVE EX. POST EX. RIPRAP TO REMAIN CP-PULL OFF #4 REBAR W/ 2" ALUM. CAP ELEV.= 5058.19 N= 1,458,142.47 E= 3,108,632.69 CP-DB #4 REBAR W/ ALUM. CAP ELEV.= 5056.85 N= 1,458,064.63 E= 3,108,727.47 x EX-FL 57.87 x F L 57 . 75 x T O W - E X 58 . 42 x T O W 57 . 70 x E X 57 . 72 x E X - F L 55 . 68 x T O W - E X 56 . 24 x E X 58.09 x T O W 57 . 70 x T O W 57 . 40 x T O W 57 . 40 x T O W 57 . 76 x T O W 57 . 88 x T O W 58 . 3 1 x T O W 58 . 07 x F L 57 . 50 x F L 57 . 84 x F L 57 . 94 x T O W 57 . 30 x T O W 57 . 1 8 x T O W 56 . 39 x F L 55 . 77 x F L 56 . 50 x T O W 56 . 67 x T O W 56 . 55 x F L 56 . 95 x F L 57 . 55 6.5' 3.0' 5.0' SAWCUT AND REMOVE PAVEMENT IN SHADED AREA. INSTALL STANDARD ASPHALT PATCH BETWEEN NEW CURB AND SAWCUT LINE. (BY OTHERS) EXISTING 27" WATERLINE TOP OF PIPE ELEV. = 5048.67± CONCRETE APPROACH (BY OTHERS) CONCRETE APPROACH (BY OTHERS) 6.0' 3.0' 5054 5056 5058 5060 5062 PVI STA = 0+10 PVI ELEV = 5058.40 - 0 . 74 % PVI STA = 0+20 PVI ELEV = 5058.15 - 2 . 50 % PVI STA = 0+31 PVI ELEV = 5057.70 - 4 . 05 % PVI STA = 0+61 PVI ELEV = 5057.40 - 1 . 00 % PVI STA = 0+84.66 PVI ELEV = 5056.24 - 4 . 92 % - 3 . 67 % MATCH EXISTING WALK BEGIN PRE-ENGINEERED BRIDGE END PRE-ENGINEERED BRIDGE MATCH EXISTING WALK EXISTING GROUND PROPOSED TOP OF DECK @ CENTERLINE HELIX PIER HELIX PIER C7 10.00' 7.87' 4.15' 7.67' S 68°01'25" W 45°06'14" C6 10.00' 7.85' 4.14' 7.65' N 67°58'19" E 45°00'00" C5 10.00' 7.85' 4.14' 7.65' S 67°01'41" E 45°00'00" C4 10.00' 7.86' 4.15' 7.66' N 67°02'56" W 45°02'30" CURVE RADIUS LENGTH TANGENT CHORD CH BEARING DELTA CURVE TABLE L9 10.00' S 89°25'28" E L8 4.93' N 45°28'19" E L7 36.00' S 89°31'41" E L6 2.29' S 44°31'41" E L5 10.00' S 89°34'11" E LINE LENGTH BEARING LINE TABLE SEEDED PER CITY STANDARDS. EROSION CONTROL SHALL REMAIN UNTIL SEED IS ESTABLISHED. 5. IF THE DITCH BANKS ARE DISTURBED DURING ABUTMENT CONSTRUCTION, THEY SHALL BE RECONSTRUCTED TO A CONDITION BETTER THAN EXISTING CONDITION. THE SIDE SLOPES OF THE DITCH SHALL BE REPLACED WITH A MINIMUM OF 12" OF CLAY TO PREVENT SEEPAGE FROM THE DITCH. 6. PAVEMENT CUTTING, REMOVAL AND REPLACEMENT SHALL MEET CITY STANDARDS. 7. SIDEWALKS SHALL BE 6" THICK. 8. UTILITY RELOCATIONS SHALL OCCUR PRIOR TO CONSTRUCTION. 9. BENCHMARK: ALL ELEVATIONS SHOWN ARE BASED ON AN ELEVATION TAKEN FROM FORT COLLINS BENCHMARK 1-03, 2" ALUMINUM CAP IN HEADWALL ON WEST SIDE OF DITCH WEST OF BRYAN AVENUE ON NORTH SIDE OF MULBERRY STREET. ELEVATION= 5046.12 (UNADJUSTED 1929 DATUM) 10. EXISTING CURB & STRUCTURE SHALL BE PROTECTED IN PLACE. 11. ALL WORK RELATING TO REMOVAL OF EXISTING SIDEWALKS AND CONSTRUCTION OF NEW CONCRETE APPROACHES SHALL BE PERFORMED BY OTHERS, UNLESS OTHERWISE NOTED. 12. REFER TO SHEET 6 FOR BRIDGE FOUNDATION DETAILS. APPROVED: Date CITY OF FORT COLLINS N:\203-04 Ped. Bridges - Mulberry & S. College\sheets\ditch crossing.dwg 01/14/04 04:22:50 PM MST 5045 5046 5047 5044 5048 1+20 CROSSING PLAN Title General Notes 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. 3. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Contractor shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. 4. The Contractor shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 5. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the contractor shall contact the Designer and the Local Entity Engineer immediately. 6. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Contractor's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements. 7. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 8. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 9. At all times during construction, the Contractor shall be responsible for preventing and controlling on-site erosion due to wind and runoff, as well as vehicle tracking. S l ope s i dewa l k to curb 1 /4 " per foot . S l ope s i dewa l k to curb 1 /4 " per foot . and aligned with scoring on curb. NOTE: Construct sidewalk with joints at 10' intervals VAULTS OR OTHER EXISTING STRUCTURES. INSTALL WHEN POURING ADJACENT TO EXPANSION JOINT DATE: 03/02/01 REVISION NO: 1 CONSTRUCTION STREET STANDARDS URBAN AREA DRAWINGS DETACHED SIDEWALK DETAIL LARIMER COUNTY WEAKENED PLANE JOINT R 1/8" SIDEWALK DETAIL 1/4 SLAB THICKNESS 1/4" R1/4" 1/4" 1/2" 3/8" Expansion Joint material Landscaping Variable ATTACHED SIDEWALK DETAIL 1602 DRAWING 1' min. (F.C.) 2' min. (L) LARIMER COUNTY CANAL No. 2 PLAN APPROVAL S W O S S S PT=0+15.65 PT=0+77.00 STA: 0+96.55 N 1455296.26 E 3110314.82 STA: 0+00.00 N 1455343.27 E 3110235.91 EX 6.0' WALK EX 6.0' WALK STA: 0+27.72 TO STA: 0+67.72 40' LONG x 8' WIDE PEDESTRIAN BRIDGE EX. BRIDGE AND HEADWALL TOP OF OPENING=5042.63 TO REMAIN LIMITS OF SURVEY. EX. WING WALL TO REMAIN EX. SHRUBS TO BE REMOVED 8.0' RIGHT OF WAY EX. SOLID DOUBLE YELLOW STRIPE TO REMAIN EX. SOLID WHITE STRIPE TO REMAIN 0 + 00 0 + 20 0 + 40 0 + 60 0 + 80 0 + 96 . 55 L 1 L 2 L 3 L 4 L 5 M U L B E RR Y A V E NU E L A R I M E R C O UN T Y C A N A L N o . 2 PC=0+10.00 PC=0+17.19 PT= 0+24.72 PC=0+70.72 PC=0+80.27 PT=0+86.55 STA 0+10.00 BEGIN CONSTRUCTION x E X . T O W 45 . 62 EX. DASHED WHITE STRIPE TO REMAIN x T O W 46 . 00 REMOVE 20.15' EXISTING SIDEWALK CURB REMAINS (BY OTHERS) MATCH EXISTING SIDEWALK AND TOP BACK OF CURB EX. WING WALL TO REMAIN STA = 0+86.55 END CONSTRUCTION EXISTING GAS LINE EXPOSED OVER CANAL VERIFY LOCATION REMOVE 31.17' EXISTING SIDEWALK CURB REMAINS (BY OTHERS) EX. TELE PHONE CONDUIT TO REMAIN EXISTING DRIVEWAY MATCH EXISTING SIDEWALK AND TOP BACK OF CURB EXISTING LANDSCAPE TIMBERS TO REMAIN EXISTING FENCE TO REMAIN EXISTING FENCE TO REMAIN E X S T ON E P A T H EXISTING LANDSCAPE WALLS EX. CURB & GUTTER TO REMAIN CONCRETE APPROACH TRANSITION FROM 8' WALK TO 6' WALK (BY OTHERS) CONCRETE APPROACH TRANSITION FROM 6' WALK TO 8' WALK (BY OTHERS) x T O W 46 . 20 x T O W 46 . 20 x 49 . 09 T O W x 45 . 98 T O W x 45.82 E X. T O W x 45 . 84 E X . T O W x T O W 46 . 1 7 x 46 . 06 T O W x T O W 46 . 00 x 45 . 95 E X . T O W x T O W 46 . 00 x T O W 45 . 99 x T O W 45 . 70 x E X . T O W 45 . 5 1 x E X . T O W 45 . 54 x T O W 45 . 93 x T O W 45 . 78 x T O W 45 . 86 x T O W 45 . 69 EXISTING SANITARY SEWER TOP OF PIPE ELEV.= 5039.67± EXISTING SANITARY SEWER TOP OF PIPE ELEV.= 5038.00± CP-CITY LAKE PK NAIL IN WALK ELEV.= 5045.44 N= 1,455,395.56 E= 3,110,331.84 APPROX. LOCATION 124±' NORTH 53±' EAST CP-RP MAG MAG NAIL IN WALK ELEV.= 5046.39 N= 1,455,443.99 E= 3,110,226.73 APPROX. LOCATION 173±' NORTH 52±' WEST LOCAL CONTROL POINTS 1. 2. N 5040 5042 5044 5046 5048 PVI STA = 0+10.00 PVI ELEV = 5045.59 - 0.20 % PVI STA = 0+27.72 PVI ELEV = 5046.00 2 . 30 % PVI STA = 0+67.72 PVI ELEV = 5046.20 0 . 50 % PVI STA = 0+86.55 PVI ELEV = 5045.95 - 1 . 34 % 0 . 40 % BEGIN PRE-ENGINEERED BRIDGE END PRE-ENGINEERED BRIDGE HELIX PIER EXISTING GROUND PROPOSED TOP OF DECK @ CENTERLINE MATCH EXISTING WALK MATCH EXISTING WALK HELIX PIER LINE TABLE LINE LENGTH BEARING L1 10.00 S59°13'08"E L2 1.54 S05°17'31"E L3 46.00 S59°13'08"E L4 3.27 N75°46'52"E L5 10.00 S59°13'08"E CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD CH BEARING DELTA C1 6.00 5.65 3.05 5.44 N32°15'19"W 53°55'38" C2 8.00 7.53 4.07 7.25 S32°15'19"E 53°55'38" C3 8.00 6.28 3.31 6.12 S81°43'08"E 45°00'00" C4 8.00 6.28 3.31 6.12 N81°43'08"W 45°00'00"