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HomeMy WebLinkAboutBID - 9961 2023-2024 Collection Replacement Project BID INFORMATION AND CONTRACT DOCUMENTS FOR 2023-2024 COLLECTION REPLACEMENT PROJECT BID NO. 9961 March 14, 2024 Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing CONTRACT DOCUMENTS TABLE OF CONTENTS BID INFORMATION 00020 Invitation to Bid 00050 Scope of Services 00100 General Information 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Subcontractors 00440 Safety Form CONTRACT DOCUMENTS 00500 Contract Forms 00510 Notice of Award 00520 Contract 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance and Completion 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00955 Work Change Directive 00960 Application for Payment ADDITIONAL CONTRACT DOCUMENTS Specifications - Collection System Improvement Project Manual – Dated February 29, 2024 Drawings - 2024-02-29 Collection System Improvements FFB Drawings Bid Schedule - 2024-03-11 Bid Schedule SECTION 00020 INVITATION TO BID BID DUE: 3:00 PM MT (MT RMEPS clock), April 12, 2024 As part of the City’s commitment to sustainability, sealed Bids must be submitted online through the Rocky Mountain E-Purchasing System (RMEPS) at http://bidnetdirect.com/colorado/city-of-fort-collins. A pre-bid conference with representatives of prospective Bidders will be held at 10:00 AM MT on March 27, 2024 via Microsoft Teams. Copy and paste the below link into your browser for access to the meeting. Please be prepared to announce your name and mute your microphone: https://teams.microsoft.com/l/meetup- join/19%3ameeting_ZTJkODdhOGYtMjEwNS00NzNjLWI3MWEtZDk4ZmI2ZGM1NjAx%40t hread.v2/0?context=%7b%22Tid%22%3a%2247fa2f5f-0d0a-4a68-b431- 6d1a27b66660%22%2c%22Oid%22%3a%22cae08f8d-f0e9-4207-a434-c36c77f14498%22%7d Meeting ID: 210 471 706 668 Passcode: vCjcS2 All questions should be submitted, in writing via email, to JD McCune, Senior Buyer at jmccune@fcgov.com, no later than 3:00 PM MT on April 1, 2024. Please format your e-mail to include: Bid 9961 Collection Replacement Project in the subject line. Questions received after this deadline may not be answered. Responses to all questions submitted before the deadline will be addressed in an addendum and posted on RMEPS. Public Bid Opening: The Bid Opening will be conducted by video conference per the following information. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. To access the public Bid opening, please copy and paste the link to join the Teams meeting: https://teams.microsoft.com/l/meetup- join/19%3ameeting_YTA3YmNhNzAtMGE0MC00MjQ0LTliOGItZWE5MWE0ZDg3ZGVi%40thre ad.v2/0?context=%7b%22Tid%22%3a%2247fa2f5f-0d0a-4a68-b431- 6d1a27b66660%22%2c%22Oid%22%3a%22cae08f8d-f0e9-4207-a434-c36c77f14498%22%7d Meeting ID: 235 898 928 28 Passcode: Wk3Djp The Contract Documents and Construction Drawings may be examined online at: http://www.bidnetdirect.com/colorado/city-of-fort-collins Bid Bond in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of ninety (90) days after the date fixed for opening Bids. The City reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Prohibition of Unlawful Discrimination: The City, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 US.C. §§ 2000d to 2000d-4) and the Regulations, affirmatively ensures that for all contracts entered into with the City, disadvantaged business enterprises are afforded a full and fair opportunity to bid on the contract and are not to be discriminated against on the grounds of race, color, or national origin in consideration for an award. The Bidder acknowledges that the City, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 US.C. §§ 2000d to 2000d-4); Section §§24-34-401, et seq., C.R.S., and any associated State or Federal laws and regulations, strictly prohibits unlawful discrimination based on an individual’s gender (regardless of gender identity or gender expression), race, color, religion, creed, national origin, ancestry, age forty (40) years or older, marital status, disability, sexual orientation, genetic information, or other characteristics protected by law. Pursuant to City policy, sexual orientation means a person’s actual or perceived orientation toward heterosexuality, homosexuality, and bisexuality. The City also strictly prohibits unlawful harassment in the workplace, including sexual harassment. Further, the City strictly prohibits unlawful retaliation against a person who engages in protected activity. Protected activity includes an employee complaining that the employee has been discriminated against in violation of the above policy or participating in an employment discrimination proceeding. The City requires the Bidder to comply with the City’s policy for equal employment opportunity and to prohibit unlawful discrimination, harassment and retaliation. This requirement applies to all third-party subcontractors/subconsultants at every tier. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where the officer or employee exercises directly or indirectly any decision-making authority concerning the sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Contractor Registration: The City requires new Contractors receiving awards from the City to submit IRS form W-9 and requires all Contractors to accept Direct Deposit (Electronic) payment. If needed, the W-9 form and the Vendor Direct Deposit Authorization Form can be found on the City’s Purchasing website at www.fcgov.com /purchasing under Vendor Reference Documents. Please do not submit these documents with your bid. Colorado Open Records Act: The City is a governmental entity subject to the Colorado Open Records Act, C.R.S. §§ 24-72-200.1 et seq. (“CORA”). Any Bid submitted hereunder is subject to public disclosure by the City pursuant to CORA and City ordinances. All submitted provisions and pricing of Bids, Bid Forms, and the awarded CONTRACT will be, without redaction, considered public records subject to disclosure under CORA. By responding to this Bid, Bidder hereby waives any and all claims against the City relating to CORA. Collusive or Sham Bid: Any Bid deemed to be collusive or a sham Bid will be rejected and reported to authorities. Bidder’s authorized signature on its Bid assures that the Bid is genuine and is not a collusive or sham Bid. City of Fort Collins Gerry Paul Purchasing Director SECTION 00050 SCOPE OF SERVICES The Contract Documents provide for the construction of Bid 9961 2023-2024 Collection Replacement Project. The Work of this Contract consists of replacement and rehabilitation of multiple sanitary sewer lines in Old Town Fort Collins. The utility Work is comprised of traditional open cut methodology to install approximately 2,990 linear feet of PVC SDR35 sanitary sewer line as well as the installation, replacement, and restoration of sanitary sewer manholes associated with the sewer main installations. Surface restoration shall be completed to bring disturbed areas back to pre-construction conditions. The utility Work will require that all services and sanitary sewer main lines remain active during the course of construction. The Contractor shall accommodate all flows, sanitary services, and nuisance flows from miscellaneous or undocumented sanitary services as needed and shall provide temporary connections to the existing collection system while performing replace-in- place installation. SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to City (OWNER), as distinct from a sub-bidder, who submits a Bid to Bidder. The term "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The Successful Bidder becomes the CONTRACTOR once awarded and the CONTRACT is fully executed. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed CONTRACT Documents (including all Addenda issued before receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid shall include Sections 00300 and 00400, fully executed. 2.4. OWNER and ENGINEER, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid Opening, a written statement of qualifications provided in Section 00420. As applicable, Bidder must possess all required state and local licenses. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a Bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the Bidder to perform the CONTRACT or provide the services required, (2) whether the Bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the Bidder, (4) the quality of the Bidder's performance of previous contracts or services, (5) the previous and existing compliance by the Bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the Bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the Bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the Bidder's performance of the contract. 3.3. Each Bidder may be required to show that any Work previously performed by the Bidder has no claims pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair its ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 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 itself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize itself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the CONTRACT Documents, and (e) notify City in accordance with Section 00020 of all conflicts, errors or discrepancies in the Bid and CONTRACT Documents. 4.2. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the CONTRACT Documents and the means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the CONTRACT Documents, and that the CONTRACT Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the City in accordance with Section 00020. Interpretation or clarifications considered necessary in response to the questions will be issued only by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project and submittal of Bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 5.4. Responses to all questions submitted before the deadline will be addressed in an addendum and posted on the Rocky Mountain E-Purchasing System webpage. 6.0 BID BOND 6.1. Each Bid must be accompanied by Bid Bond in an amount no less than five (5) percent of the Bid. The Bid Bond must be executed by a SURETY meeting the requirements of the General Conditions for surety bonds. If a SURETY does not issue electronic Bid Bonds, a scanned copy of the Bid Bond must be submitted electronically through Rocky Mountain E-Purchasing System at the time of bidding, and the hard copy Bid Bond must be mailed to the Purchasing Department at PO Box 580, Fort Collins CO 80522 and received by OWNER prior to CONTRACT execution. 6.2. If the successful Bidder fails to execute and deliver the CONTRACT and furnish the required Payment and Performance Bonds within 15 days of the Notice of Award, City may annul the Notice of Award and the Bid Bond of that Bidder will be forfeited. The Bid Bond of other Bidders whom City believes to have reasonable chance receiving the award may be retained by City until the earlier of the seventh day after the effective date of the CONTRACT or ninety (90) days after the Bid Opening, whereupon Bid Bond furnished by the Bidders will be returned. Bid Bonds with Bids which are not competitive will be returned. 7.0 CONTRACT TIME The number of days within which, or the date by which the Work is to reach Substantial Completion and also completed and ready for Final Payment (the CONTRACT Times) are set forth in the CONTRACT. 8.0 LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in Section 00520. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The CONTRACT, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for acceptance will not be considered by ENGINEER until after the "effective date of the CONTRACT". The procedure for submittal of any application by CONTRACTOR and consideration by ENGINEER is set forth in the General Conditions which may be further defined in the Supplementary Conditions. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors proposed for use in the Work. Refer to Section 00430 contained within the CONTRACT Documents. The Bidder may only use the subcontractors stated in Section 00430 except in the event that the OWNER requires a change in accordance with Section 10.2 below. Should the Bidder request a change to the subcontractor list, OWNER approval shall be required. Proposed subcontractor/supplier qualifications and references may be requested to be submitted within three (3) business days after Bid Opening. Subcontractor/supplier responsibility will be determined in accordance with Section 8-160 of the Code of the City of Fort Collins. 10.2. If OWNER or ENGINEER after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or ENGINEER does not make written objection before the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of the acceptance after the effective date of the CONTRACT as provided in the General Conditions. 11.0 BID FORM 11.1. A copy of the Bid Form will be posted at http://www.bidnetdirect.com/colorado/city- of-fort-collins. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. In the event that there are unit price items in a Bid Schedule and the "extended amount" indicated for a unit price of a Bid item does not equal the product of the unit price and quantity listed, the unit price shall govern, and the extended amount will be corrected accordingly. If there is more than one Bid item in a Bid Schedule, and the total indicated for the schedule does not agree with the sum of prices of the individual Bid items, the prices listed for the individual items shall govern and the total for the schedule will be corrected accordingly. The Contractor will be bound by said corrections. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, the title must appear under signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 12.0 BID PRICING Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS 13.1. Bids shall be submitted before the time and date stated in the Bid Documents or any extension thereof made by addendum, electronically using Rocky Mountain E- Purchasing System at the time and place indicated in the Invitation to Bid and accompanied by the documents identified as required in Sections 00300 & 00400. Bids received after the time and date for receipt of Bids will not be accepted. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, physically mailed or delivered 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 at any time before the opening of Bids on RMEPS. 14.2. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 BID OPENING Bids will be opened and read aloud publicly as indicated in the Invitation to Bid. A Bid Tally of the amounts of the Base Bids and major alternates (if any) will be made available on RMEPS after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE All Bids shall remain open for ninety (90) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid before that date. 17.0 AWARD OF CONTRACT 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive, or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and the alternates, unit prices and other data, as may be requested in the Bid Form or before the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted before the Notice of Award. 17.4. OWNER may conduct investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the CONTRACT Documents to OWNER's satisfaction within the prescribed time. 17.5. If the CONTRACT is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. The basis for award shall be as noted in Section 00300. Only one contract will be awarded. 17.6. If the CONTRACT is to be awarded, OWNER will give the Successful Bidder a Notice of Award within ninety (90) days after the date of the Bid opening, or a mutually agreed upon date. 18.0 PERFORMANCE & PAYMENT BONDS The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to Performance and Payment Bonds. When the awarded CONTRACTOR delivers the executed CONTRACT to the OWNER, it shall be accompanied by the required contract bonds. 19.0 SIGNING OF CONTRACT When OWNER gives a Notice of Award to the awarded CONTRACTOR it will be accompanied by the CONTRACT with all other written CONTRACT Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the CONTRACT and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver the executed CONTRACT to CONTRACTOR. 20.0 TAXES OWNER is exempt from Colorado State Sales and Use Tax as applicable. Said taxes shall not be included in the CONTRACT Price. 21.0 RETAINAGE Provisions concerning retainage are set forth in the CONTRACT. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 BID RESULTS Bid results will be posted at http://www.bidnetdirect.com/colorado/city-of-fort-collins. 24.0 SCHEDULE See next page. The anticipated schedule for this project is as follows: Item Dates Bid Issue Date March 14, 2024 Pre-Bid Meeting 10:00 AM MT March 27, 2024 Deadline for questions 3:00 PM MT April 1 2024 Bid Due 3:00 PM MT April 12, 2024 Tentative start date June 3, 2024 Tentative Substantial Completion date December 27, 2024 END OF SECTION SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 2023-2024 Collection Replacement Project Date: 1. In compliance with your Invitation to Bid dated , 20 and subject to all conditions thereof, the undersigned, a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado, hereby proposes to furnish and do everything required by the CONTRACT Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the CONTRACT Documents pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a Bid Bond in the sum of ($ ) in accordance with the Invitation to Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the CONTRACT and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written Notice of Award is delivered to the address given on this Bid. The name and address of the corporate SURETY with which the Bidder proposes to furnish the specified Performance and Payment Bonds is as follows: 5. All the various phases of Work enumerated in the CONTRACT Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in the list. 6. Payment for Work performed will be in accordance with the Bid Schedule(s) subject to change(s) as provided in the CONTRACT Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through . 8. COLORADO OPEN RECORDS ACT The undersigned Bidder acknowledges that the City is a governmental entity subject to the Colorado Open Records Act, C.R.S. §§ 24-72-200.1 et seq. (“CORA”). Any bids submitted hereunder is subject to public disclosure by the City pursuant to CORA and City ordinances. All provisions and pricing of submitted bids, Bid Forms, and the awarded contract will be, without redaction, considered public records subject to disclosure under CORA. By responding to this Bid, Contractor hereby waives any and all claims against the City relating to CORA. 9.The undersigned Bidder hereby acknowledges the documents listed below are required elements of the Bid and must be submitted with the Bid. The City may reject any incomplete Bids as non-responsive. Bid Form (this Section 00300) Electronic Bid Bond (Item 3 above and Section 00410) for five (5) percent of the base Bid amount Acknowledgement of Bid Addenda (Item 7 above) Preliminary Schedule (Item 10 below) Statement of Bidder's Qualifications (Section 00420) Schedule of Subcontractors (Section 00430) Safety Form (Section 00440) 10.SCHEDULE OF WORK Provide a preliminary schedule of the Work, detailing the primary milestones for all five (5) locations using the attached template. 11.BID SCHEDULE (Base Bid) At the City’s option the basis of award is the low responsive and responsible Bidder based on the total price for Base Bid or the total price for the Base Bid plus selected Alternates. This Bid Schedule has also been uploaded to RMEPS as a separate Microsoft Excel document. SEE NEXT PAGES FOR BID SCHEDULES No.ITEM QTY UNIT UNIT COST EXTENDED COST 1 Mobilization 1 LS 2 Excavation Permit Fees 1 ALLOW 3Erosion Control 1 LS 4 Traffic Control Management 40 DAY 5 Traffic Control Flagging 160 HR 6Variable Message Sign (VMS)2 EA 7 Traffic Control Signage and Devices 1 LS 8 Asphalt Pavement Removal 499 SY 9 Asphalt Milling 665 SY 10 Concrete Pan Removal 5 SY 11 Remove Manhole 5 EA 12 Unsuitable Materials Mitigation 150 CY 13 Sanitary Sewer Installation ‐ 8" SDR 35 715 LF 14 Sanitary Sewer Service Connection 11 EA 15 Manhole Installation 5 EA 16 Aggregate Base Course 343 TON 17 Asphalt Pavement 375 TON 18 Concrete Pan 5SY 19 Pavement Markings 1 LS CHERRY‐MAPLE‐SHIELDS Subtotal 9961 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT BID SCHEDULE CHERRY‐MAPLE‐SHIELDS Bid Schedule 1 of 5 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT BID SCHEDULE 9961 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT BID SCHEDULE No.ITEM QTY UNIT UNIT COST EXTENDED COST 1 Mobilization 1 LS 2Erosion Control 1 LS 3 Traffic Control Management 28 DAY 4 Traffic Control Flagging 20 HR 5 Traffic Control Signage and Devices 1 LS 6 Asphalt Pavement Removal 147 SY 7 Asphalt Milling 440 SY 8 Abandon Manhole 1 EA 9Fence Removal 180 LF 10 Unsuitable Materials Mitigation 60 CY 11 Sanitary Sewer Installation ‐ 8" SDR 35 315 LF 12 Sanitary Sewer Service Connection 8 EA 13 Manhole Installation 3 EA 14 Aggregate Base Course 300 TON 15 Asphalt Pavement 104 TON 16 Landscape Repair 1 LS BEAVER'S ALLEY (Phase 2) Subtotal BEAVER'S ALLEY (Phase 2)  Bid Schedule 2 of 5 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT 9961 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT BID SCHEDULE No.ITEM QTY UNIT UNIT COST EXTENDED COST 1 Mobilization 1 LS 2 Excavation Permit Fees 1 ALLOW 3Erosion Control 1 LS 4 Traffic Control Management 28 DAY 5 Traffic Control Flagging 30 HR 6 Traffic Control Signage and Devices 1 LS 7 Asphalt Pavement Removal 301 SY 8 Asphalt Milling 401 SY 9Concrete Pavement Removal 342 SY 10 Remove Manhole 1 EA 11 Unsuitable Materials Mitigation 100 CY 12 Sanitary Sewer Installation ‐ 8" SDR 35 505 LF 13 Sanitary Sewer Service Connection 11 EA 14 Manhole Installation 1 EA 15 Aggregate Base Course 242 TON 16 Asphalt Pavement 190 TON 17 Concrete Pavement 342 SY 18 Pavement Markings 1 LS SOUTH LOOMIS Subtotal SOUTH LOOMIS Bid Schedule 3 of 5 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT 9961 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT BID SCHEDULE No.ITEM QTY UNIT UNIT COST EXTENDED COST 1 Mobilization 1 LS 2 Excavation Permit Fees 1 ALLOW 3Erosion Control 1 LS 4 Traffic Control Management 60 DAY 5 Traffic Control Flagging 120 HR 6Variable Message Sign (VMS)2 EA 7 Traffic Control Signage and Devices 1 LS 8 Asphalt Pavement Removal 770 SY 9 Asphalt Milling 2035 SY 10 Concrete Pavement Removal 379 SY 11 Remove Manhole 2 EA 12 Storm Manhole Repair 1 LS 13 Unsuitable Materials Mitigation 230 CY 14 Sanitary Sewer Installation ‐ 8" SDR 35 550 LF 15 Sanitary Sewer Installation ‐ 10" SDR 35 715 LF 16 Sanitary Sewer Service Connection 26 EA 17 Manhole Installation 6 EA 18 Aggregate Base Course 605 TON 19 Asphalt Pavement 609 TON 20 Concrete Pavement 379 SY 21 Pavement Markings 1 LS NORTH MELDRUM (Phase 1)Subtotal NORTH MELDRUM (Phase 1) Bid Schedule 4 of 5 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT 9961 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT BID SCHEDULE No.ITEM QTY UNIT UNIT COST EXTENDED COST 1 Mobilization 1 LS 2 Excavation Permit Fees 1 ALLOW 3Erosion Control 1 LS 4 Traffic Control Management 20 DAY 5 Traffic Control Flagging 20 HR 6 Traffic Control Signage and Devices 1 LS 7 Asphalt Pavement Removal 279 SY 8 Asphalt Milling 372 SY 9Remove Manhole 1 EA 10 Unsuitable Materials Mitigation 75 CY 11 Sanitary Sewer Installation ‐ 8" SDR 35 400 LF 12 Sanitary Sewer Service Connection 2 EA 13 Manhole Installation 1 EA 14 Aggregate Base Course 128 TON 15 Asphalt Pavement 177 TON 16 Pavement Markings 1 LS SOUTH MELDRUM Subtotal Project Total (All Locations) Project Total written in words: SOUTH MELDRUM Bid Schedule 5 of 5 2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT Anticipated Date Anticipated Date Anticipated Date Anticipated Date Anticipated Date #9961 ‐ 2023/2024 COLLECTION SYSTEM REPLACEMENT PROJECT BEAVER'S ALLEY PRELIMINARY SCHEDULE CHERRY‐MAPLE‐SHIELDS Task Mobilization to Site Utility Installation Complete Surface Restoration Complete Task Mobilization to Site Utility Installation Complete Surface Restoration Complete Task Mobilization to Site SOUTH LOOMIS Utility Installation Complete Surface Restoration Complete Task NORTH MELDRUM Mobilization to Site Utility Installation Complete Surface Restoration Complete Surface Restoration Complete SOUTH MELDRUM Task Mobilization to Site Utility Installation Complete Preliminary Schedule  2023‐2024 COLLECTION SYSTEM REPLACEMENT PROJECT PRELIMINARY SCHEDULE 12.PRICES The foregoing prices shall include but is not limited to all labor, materials, overhead, profit, insurance, etc., for completion of the Work. Bidder acknowledges that the OWNER has the right to change items before award or during Construction at their sole discretion without affecting the CONTRACT or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total CONTRACT Price. RESPECTFULLY SUBMITTED: Legal Firm Name: Physical Address: Remit to Address: Phone: Name of Authorized Agent of Firm: Signature of Authorized Agent: Primary Contact for Project: Title: Email Address: Phone: Cell Phone: (Seal - if Bid is by corporation) Attest: Address Telephone Email SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 00440 Safety Form SECTION 00410 BID BOND KNOW ALL PEOPLE BY THESE PRESENTS: that we, the undersigned as PRINCIPAL, and , as SURETY, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of ($ ) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the PRINCIPAL has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction CONTRACT for the construction of Fort Collins Project, 9961 Collection Replacement Project. NOW THEREFORE, (a)If said Bid shall be rejected, or (b)If said Bid shall be accepted and the PRINCIPAL shall execute the CONTRACT attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for their faithful performance of the CONTRACT, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the CONTRACT created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the SURETY for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The SURETY, for value received, hereby stipulates and agrees that the obligations of the SURETY and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept the Bid; and the SURETY does hereby waive notice of any extension. SURETY Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. IN WITNESS WHEREOF, the PRINCIPAL and the SURETY have hereunto set their hands and seals this day of , 20 , and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL SURETY Name: Address: By: By: Title: Title: ATTEST: By: (SEAL) (SEAL) SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered, and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information if needed. 1. Name of Bidder: 2. When was Bidder’s firm organized: 3. If your firm is a corporation, where is the firm incorporated: 4. How many years has the firm been engaged in the contracting business under the present firm or trade name? 5. Provide a list of the contracts on hand: (list these, showing the amount of each contract and the appropriate anticipated dates of completion.) 6. What is the general character of Work performed by your company: 7. Have you or a firm for which you were a principal ever failed to complete any Work awarded to you? If so, where and why? 8. Has the firm ever defaulted on a contract? If so, where and why? 9. Is the firm debarred by any government agency? If yes, list agency name. 10. Provide the background and experience of the principal members of your organization, including officers: 11. Credit available: $ 12. Bank Reference: 13. Will you, upon request, provide a detailed financial statement for your Company and furnish any other information that may be required by the OWNER? 14. Is the firm licensed as a General Contractor, if applicable, in the City of Fort Collins? 15. Are any lawsuits pending against you or your firm at this time? If yes, provide detail 16. QUALIFICATIONS AND REFERENCES The Contractor shall provide three (3) reference projects within the last five (5) years in which the projects meet the following criteria: 1. Contractor shall demonstrate experience working on multi-phased projects in a dense urban environment. 2. Projects involved extensive public outreach and accommodation to a variety of stakeholders, including property owners, tenants, commercial building properties, and public entities. 3. Contractor shall demonstrate experience with the type of work and scale of installation requirements similar to this project. Work shall include open-cut lineal utility installation at greater than eight-feet in depth. 4. Contractor shall include information on initial project schedule, final project schedule, initial contract value, final contract value, and change orders on each project. 5. Proposed project team shall include members that have worked on these representative sample projects. Include reference information and project role on each project. 6. For each reference project, Contractor shall provide Owner reference contact information. References may be checked by the City and bids that do not include the required and satisfactory references may be deemed non-responsive. The City reserves the right to request additional project references at its sole discretion. PLEASE ENTER REFERENCES ON THE FOLLOWING PAGES References Project 1 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: Project 2 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: Project 3 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: 17. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. By signing below, the Contractor agrees that the answers to the foregoing questions and all statements therein contained are true and correct. Company: By: Printed: Title: State of ____________________ County of ____________________ Signed before me on _______________________, 20____ by __________________________________ (name(s) of individual(s) making statement). ____________________________________ [SEAL] (Notary’s official signature) ____________________________________ (Title of office) ____________________________________ (Commission Expiration) SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors and their corresponding Work items when performing over 10% of the total Bid. WORK ITEM SUBCONTRACTOR SECTION 00440 CONTRACTOR SAFETY FORM Please complete the following form to provide information about your Company’s safety records and procedures. This information will be included in the evaluation of the submitted proposal. We reserve the right to request additional documentation, at any point, that supports the accuracy of this form. Section 1. General Information Company Name Number of Employees Full Time: Part Time: Seasonal: Insurance Carrier Self-insured for Workers Compensation? Y ☐ N ☐ Section 2. Health and Safety Professional Information Does your company have a full-time dedicated Safety Officer? Y ☐ N ☐ If yes, provide the following information for the dedicated Safety Officer: Name: Title: Phone Number: Email: If no, provide the following information of the person responsible for safety in your company: Name: Title: Phone Number: Email: Provide the following information for the site safety Point of Contact: Name: Title: Phone Number: Email: Section 3. Health and Safety Program Does your company have a written Company Safety Program? Y ☐ N ☐ Does the written Company Safety Program cover the work activities proposed by your company for this project? Y ☐ N ☐ Does the written Company Safety Program include the following: Health and Safety Training Y ☐ N ☐ Employee/Management Responsibility Y ☐ N ☐ Hazard Recognition and Control Y ☐ N ☐ Incident Reporting and Investigation Y ☐ N ☐ Describe a typical job site safety briefing (time, location, frequency, topics, documentation). How does your company ensure health and safety program compliance throughout the project? Does your company perform written Job Hazard Analysis’s (JHA’s) regularly and document them? Y ☐ N ☐ How often does your company conduct Health and Safety audits or inspections? Does your company have a written corrective action plan for any findings? Y ☐ N ☐ Section 4. Training and Certifications List required safety training ALL employees receive: List specialized safety training employees receive as needed: Does your company maintain records of all safety training and certifications? Y ☐ N ☐ Section 5. Safety Equipment (Engineered Controls) Will your company be performing any Trenching/Excavation and Confined Space Activities? Y ☐ N ☐ If yes, list what protective shoring equipment you will have available for the job site? If entering Permit Required Confined Spaces (PRCS), such as vaults or sewers, what is your procedure for these activities? Section 6. Health and Safety Records List the Company’s Experience Modification Rate (EMR) for the previous 3 years Year: EMR: Year: EMR: Year: EMR: For any EMR greater than 1, provide an explanation for the rating and describe the corrective action taken by the Company. Use additional pages if needed. Provide the number of injuries and illnesses recorded (OSHA 300 log or equivalent) in the previous 3 years: Calendar Year Year: Year: Year: Number of Fatalities Number of OSHA recordable cases Number of OSHA modified duty cases Number of OSHA lost time cases OSHA Total Recordable Incident Rate (TRIR) Number of recordable cases x 200,000 Number of hours worked OSHA DART Rate (Days Away Restricted or Transferred) Number of DART cases x 200,000 Number of hours worked Average number of employees on payroll Have any OSHA citations been issued to your company in the past 3 years? Y ☐ N ☐ If yes, list the citations and for each, provide the type of violation, an explanation for the citation, the penalty issued, and describe the corrective action taken by the Company. Limit your response to projects that have occurred in the Rocky Mountain region. Use additional pages if needed. SECTION 00500 CONTRACT FORMS 00510 Notice of Award 00520 Contract 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD DATE: [Date] TO: [Contractor] (hereinafter referred to as the CONTRACTOR) PROJECT: 2023-2024 Collection Replacement Project OWNER: CITY OF FORT COLLINS (hereinafter referred to as the OWNER) CONTRACTOR is hereby notified that its Bid dated [CONTRACTOR'S Bid Date] for the above project has been considered. CONTRACTOR is the apparent successful Bidder and has been awarded a CONTRACT for 2023-2024 Collection Replacement Project. The Price of the CONTRACT is ($ ). One (1) copy of all CONTRACT Documents accompany this Notice of Award. CONTRACTOR must comply with the following conditions within fifteen (15) business days of the date of this Notice of Award, that is by [Date]. 1. CONTRACTOR must deliver to the OWNER a fully executed CONTRACT complete with authorized signature on the signature page. 2. CONTRACTOR must deliver with the executed CONTRACT the Payment and Performance Bonds as specified in the Instructions to Bidders. Failure to comply with these conditions within the time specified will entitle OWNER to consider the CONTRACTOR’s Bid abandoned, to annul this Notice of Award, and to declare CONTRACTOR’s Bid Bond forfeited. City of Fort Collins OWNER By: Gerry Paul Purchasing Director SECTION 00520 CONTRACT THIS CONTRACT is dated as of the [Day] day of [Month] in the year of 2024 and shall be effective on the date this CONTRACT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and [Contractor] (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the CONTRACT Documents. The Project for which the Work under the CONTRACT Documents may be the whole or only a part is defined as the construction of 2023- 2024 Collection Replacement Project. ARTICLE 2. CHANGE ORDERS AND WORK CHANGE DIRECTIVES 2.1 Change Orders. The City, may, at any time during the term and without invalidating the CONTRACT, make changes to the particular Work. Changes shall be agreed upon in writing by the parties by Change Order, a sample of which is attached hereto as 00950, consisting of one (1) page and incorporated herein by this reference. 2.2 Work Change Directives. Work Change Directives are for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field that may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with the Work that will, in most cases, require a Change Order. A sample Work Change Directive is attached hereto as 00955, consisting of one (1) page and incorporated herein by this reference. ARTICLE 3. ENGINEER The Project has been designed by Ditesco, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the CONTRACT Documents in connection with completion of the Work in accordance with the CONTRACT Documents. ARTICLE 4. CONTRACT TIMES 4.1. Phase I Milestone - North Meldrum Sanitary Sewer Line The completion date for achievement of the Phase 1 Milestone – North Meldrum Sanitation Sewer Line is August 2, 2024. Achievement of the Phase I Milestone is defined as completion of the Work for Sanitary Sewer Line D on North Meldrum Sanitary Sewer Line, as defined on drawing sheet C410- C415, from STA 10+00 to 21+42.27. Work shall include all pipeline installation, testing, completed service connections, backfill, and surface repair. 4.2 Phase 2 Milestone - Beaver’s Alley Sanitary Sewer Line The completion date for achievement of the Phase 2 Milestone is October 2, 2024. Achievement of the Phase 2 Milestone is defined as completion of the Work for Sanitary Sewer Line B for Beaver’s Alley Sewer Line, as defined on drawing sheet C405-C406, from STA 10+00 to 13+02.90. Work shall include all pipeline installation, testing, completed service connections, backfill, and surface repair. 4.3. The warranty period for Phase 1 and Phase 2 shall commence after achievement of Substantial Completion for all Work including the five (5) collection system replacement locations. 4.4 Substantial Completion of the Work will not be given until aII Work is accepted by OWNER. All Work shall be Substantially Completed by the CONTRACTOR, as evidenced by the issuance of the Certificate of Substantial Completion (Section 00635), not later than December 27, 2024. 4.5. The Work must be completed by the CONTRACTOR and ready for issuance of the Certificate of Final Acceptance and Completion (Section 00640) in accordance with Article 14 of the General Conditions within thirty (30) calendar days after Substantial Completion. 4.6 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this CONTRACT and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraphs 4.1, 4.2, 4.4 and 4.5 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any proof, OWNER and CONTRACTOR agree that as Liquidated Damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Phase I Milestone. One Thousand Dollars ($1,000) for each calendar day, or fraction thereof, after August 2, 2024, until achievement of the Phase I Milestone as stated in 4.1. 2) Phase 2 Milestone. One Thousand Dollars ($1,000) for each calendar day, or fraction thereof, after October 2, 2024, until achievement of the Phase I Milestone as stated in 4.2. 3) Substantial Completion. One Thousand dollars ($1,000) for each calendar day or fraction thereof, starting December 27, 2024, until the Work is Substantially Complete. 2) Final Acceptance and Completion: After Substantial Completion, Five hundred dollars ($500) for each calendar day or fraction thereof after thirty days (30) until Final Acceptance and Completion. ARTICLE 5. CONTRACT PRICE OWNER shall pay CONTRACTOR for performance of the Work in accordance with the CONTRACT Documents in the amount of ($ ). ARTICLE 6. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 6.1. PROGRESS PAYMENTS. OWNER shall make progress payments in accordance with the CONTRACT on the basis of CONTRACTOR's Application for Payment as approved by ENGINEER, once each month during construction as provided below. All progress payments will be calculated on the basis of the progress of the Work. In the case of Unit Price Work, progress payments will be based on the number of units completed and pricing will be in accordance with the Bid Form, Section 00300. 6.1.1. APPLICATION FOR PAYMENT Applications for Payment should be emailed monthly to invoices@fcgov.com with a copy to the Project Manager. The cost of the work completed shall be paid to the Contractor each month following the submittal of a correct invoice completed in accordance with the Application for Payment, Section 00960. Payments will be made using the prices stated in the CONTRACT. In the event additional Work is requested that is not stated in the CONTRACT, the CONTRACTOR and the OWNER will negotiate an appropriate unit price for the Work. Before the CONTRACTOR initiates such Work, the parties shall document the change in accordance with Article 2. The OWNER pays undisputed payment applications on Net 30 days from the date of submittal or, for disputed payment applications, Net 30 days from the date of ENGINEER’s approval. 6.1.2. RETAINAGE Before Substantial Completion, OWNER will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less any amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Article 14.7 of the General Conditions. If, in the sole discretion of OWNER, on recommendation of ENGINEER, OWNER determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments before Substantial Completion will be in an amount equal to 100% of the Work completed. Subject to OWNER’s prior written approval, 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored, insured, and accompanied by documentation satisfactory to OWNER as provided in Article 14.2 of the General Conditions) may be included in the Application for Payment 00960. 6.1.3. Upon Substantial Completion and if necessary, payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the CONTRACT Price, less any amounts as ENGINEER shall determine or OWNER may withhold in accordance with Article 14.7 of the General Conditions or as provided by law. 6.2. FINAL ACCEPTANCE AND COMPLETION. Upon Final Acceptance and Completion of the Work in accordance with Article 14.13 of the General Conditions, OWNER shall pay the remainder of the CONTRACT Price as recommended by ENGINEER. ARTICLE 7. CONTRACTOR'S REPRESENTATION CONTRACTOR makes the following representations and acknowledgement of obligations upon which the OWNER may rely: 7.1 CONTRACTOR has familiarized itself with the nature and extent of the CONTRACT Documents, Work, site, locality, local conditions, and all applicable laws and regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 7.3 CONTRACTOR has studied and acknowledges the results of (or assumes responsibility for obtaining and carefully studying) all examinations, investigations, explorations, tests, reports, studies, subsurface conditions and physical conditions, identified in the Contract Documents, at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Article 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.3 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of the Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of the Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of Article 4.3 of the General Conditions. CONTRACTOR has correlated the results of all observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. 7.4 CONTRACTOR represents that all Work and/or materials must meet all applicable standards currently in force by recognized technical and professional societies, trade and materials supply associations, institutes and organizations, bureaus and testing laboratories, and national, federal, state, county, and local laws, codes and municipal ordinances to including but not limited to the American Disabilities Act (ADA), American National Standards Institute (ANSI), and American Water Works Association (AWWA) standards. The CONTRACTOR further agrees to comply fully with the Occupational Safety and Health Act (OSHA), all regulations issued there under, and all state laws and regulations enacted and adopted pursuant thereto. 7.5 Dust Control. The CONTRACTOR shall abide by the City of Fort Collins “Dust Control and Prevention Manual,” which is available for public download at https://www.fcgov.com/airquality/pdf/dust-prevention-and- control-manual.pdf, and is incorporated herein by this reference. 7.6 The CONTRACTOR is responsible for recording and submitting all applicable information on the ‘City of Fort Collins Waste Management Plan Form’. The Plan form is available at https://www.fcgov.com/recycling/files/construction-waste-management- plan.pdf. The OWNER reserves the right to withhold payment until a completed ‘City of Fort Collins Waste Management Plan Form’ is submitted. 7.7 The CONTRACTOR shall be responsible for obtaining any necessary licenses, fees or permits without additional expense to the OWNER. All vehicles and equipment shall be properly licensed and insured, carry the appropriate permits and be placarded as required by law. The CONTRACTOR and all subcontractors will be required to have a City of Fort Collins applicable permits, prior to the start of construction and throughout the project duration. CONTRACTOR will also be responsible for ensuring current Code requirements are met. The permits will be the responsibility of the CONTRACTOR. 7.8 The CONTRACTOR shall be responsible for maintaining satisfactory standards of employees' competency, conduct, courtesy, appearance, honesty, and integrity, and shall be responsible for taking such disciplinary action with respect to any employee, as may be necessary. The OWNER may require the CONTRACTOR to immediately remove any employee the OWNER identifies to be unfit to perform duties due to one or more of the following reasons: 1. Neglect of duty. 2. Disorderly conduct, use of abusive or offensive language, quarreling, intimidation by words or actions or fighting. 3. Theft, vandalism, immoral conduct or any other criminal action. 4. Selling, consuming, possessing, or being under the influence of intoxicants, including alcohol, or illegal substances while on assignment for the City. 5. Acting in an unsafe manner. All OWNER facilities and grounds are non-smoking sites. All OWNER parks, trails and natural areas are also non-smoking. Agents and employees of CONTRACTOR working for the OWNER shall present a clean and neat appearance. Prior to performing any Work for the OWNER, CONTRACTOR shall require each of their employees to wear ID badges or uniforms identifying CONTRACTOR by name. 7.10 CONTRACTOR agrees that any incident/accident resulting in damage to property or causing personal injury within the limits of a work site shall be immediately reported to the appropriate police agency, other required agencies, Project Manager and the City of Fort Collins Safety and Risk Management Department. The Contractor shall immediately contact the Project Manager when damage to an underground facility is identified. If a natural or propane gas line is damaged, the Contractor must call 911 prior to notifying the City Representative. The Contractor shall not backfill around the underground utility line until the Project Manager has repaired the damage and has given clearance to backfill. The City will not pay the Contractor for labor, vehicles, material, or equipment or any other cost associated with the repair to any at-fault damage. Failure to comply may result in a verbal warning, suspension of the crew, loss of work, and/or termination of the Master Agreement. 7.11 CONTRACTOR shall comply with all engineering, safety, and operating requirements concerning installation of equipment in, on or around utility facilities; obtaining access facilities; and adhering to operating rules and requirements involving safe contact with utility equipment and water, gas and power lines, and confined spaces. CONTRACTOR shall adopt Utility's minimum safety standards as the baseline requirements. 7.12 Should it be necessary to halt the work because of incorrect or unsatisfactory operations under the terms of this CONTRACT or because of failure to follow safety standards applicable hereto, the CONTRACTOR must take immediate steps to remedy the deficiencies. Should repair or correction of any safety defect or deficiency not be immediately undertaken and should the OWNER be required to protect the site or make the repair or correction, the cost of such work shall be deducted from payment due the CONTRACTOR. ARTICLE 8. CONTRACT DOCUMENTS 8.1. The CONTRACT Documents which comprise the entire CONTRACT between OWNER and CONTRACTOR concerning the Work consist of the General Conditions and Supplementary Conditions. CONTRACT Documents are further defined in Article 1.10 of the General Conditions and other items as stated below, all of which are incorporated herein by this reference. 8.2. Forms for use by CITY and/or CONTRACTOR in performing the Work and related actions in carrying out the terms of this CONTRACT are deemed CONTRACT Documents and incorporated herein by this reference, and include, but are not limited to, the following: Section 00300 Bid Form Section 00420 Statement of Bidder’s Qualifications Section 00430 Schedule of Subcontractors Section 00510 Notice of Award Section 00520 CONTRACT Section 00530 Notice to Proceed Section 00610 Performance Bond Section 00615 Payment Bond Section 00630 Certificate of Insurance Section 00632 Certificate of Completion for Milestone(s) Section 00635 Certificate of Substantial Completion Section 00640 Certificate of Final Acceptance and Completion Section 00650 Lien Waiver Releases Section 00660 Consent of SURETY Section 00700 General Conditions Section 00800 Supplementary Conditions Section 00950 Change Order Section 00955 Work Change Directive Section 00960 Application for Payment 8.3. Specifications, Reports, and Drawings as stated below and attached hereto. Specifications Collection System Improvement Project Manual – February 29, 2024 Drawings Collection System Improvements FFB Drawings – February 29, 2024 ARTICLE 9. MISCELLANEOUS 9.1. Terms used in this CONTRACT which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 9.2 No assignment by a party hereto of any rights, obligations or interests in or under the CONTRACT Documents will be binding on another party hereto without the prior written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without consent and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the CONTRACT Documents. Any assignment without the required prior written consent of the OWNER, shall be deemed null and void and have no effect. 9.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, promises, and obligations in this CONTRACT and in the CONTRACT Documents. 9.4 To the extent this CONTRACT or any provision in it constitutes a multiple fiscal year debt or financial obligation of the OWNER, it shall be subject to annual appropriation by OWNER’S City Council as required in Article V, Section 8(b) of the City Charter, City Code Section 8-186, and Article X, Section 20 of the Colorado Constitution. The OWNER shall have no obligation to continue this CONTRACT in any fiscal year for which no supporting appropriation has been made. 9.5 The laws of the State of Colorado, the City of Fort Collins Charter and Municipal Code shall govern the construction, interpretation, execution, and enforcement of this CONTRACT without regard to choice law or conflict of law principles. The Parties further agree that Larimer County District Court is the proper venue for all disputes. If the OWNER subsequently agrees in writing that the matter may be heard in federal court, venue will be in Federal District Court in Denver. 9.6 All notices provided under this CONTRACT shall be written. All notices provided under this CONTRACT shall be effective immediately when emailed or three business days from the date of the notice when mailed to the following addresses: CONTRACTOR: CITY: Copy to: Attn: Email Address City of Fort Collins Attn: Jason Stutzman PO Box 580 Fort Collins, CO 80522 jstutzman@fcgov.com City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 purchasing@fcgov.com OWNER: CITY OF FORT COLLINS CONTRACTOR: [CONTRACTOR] By: By: Kelly DiMartino, City Manager (over $1,000,000) PRINTED By: Gerry Paul, Purchasing Director Title: Date: Date: Attest: (CORPORATE SEAL) Attest: Approved as to Form: 00530 NOTICE TO PROCEED Original Bid Number & Name: 2023-2024 Collection Replacement Project Description of Work: To: [CONTRACTOR] This notice is to advise you: That the CONTRACT covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. Therefore, as the CONTRACTOR for the above described Work, CONTRACTOR is hereby authorized and directed to proceed with the Work to begin on . The dates for Substantial Completion and Final Acceptance shall be , 20 and , 20 , respectively. Dated this day of , 20 . OWNER: CITY OF FORT COLLINS By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 . CONTRACTOR: [CONTRACTOR] By: Title: SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance and Completion 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of SURETY 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL PEOPLE BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation) (a Limited Liability Company), hereinafter referred to as the "PRINCIPAL" and (Firm) (Address) hereinafter referred to as "the SURETY", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522, a home rule municipality, hereinafter referred to as the "OWNER", in the penal sum of ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, SURETY binds itself, its successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the PRINCIPAL entered into a certain CONTRACT with the OWNER, dated the [Day] day of [Month] in the year of 20[Year], a copy of which is hereto attached and made a part hereof for the performance of the City of Fort Collins Project, [Project # and Name]. NOW, THEREFORE, if the PRINCIPAL shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of the CONTRACT during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without any notice to the SURETY and during the life of the guaranty period, and if the PRINCIPAL shall satisfy all claims and demands incurred under the CONTRACT, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the CONTRACT or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any change, extension of time, alteration or addition to the terms of the CONTRACT or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the SURETY must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed this _____ day of , 20__. IN PRESENCE OF: PRINCIPAL (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other PARTNERS _____________________________ By: _____________________________ By: IN PRESENCE OF: SURETY _____________________________ By:_____________________________________ _____________________________ (Address) (SURETY Seal) NOTE: Date of Bond must not be before date of the CONTRACT. If CONTRACTOR is Partnership, all partners should execute Bond. ATTACH TO FORM WHEN SUBMITTED: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact SECTION 00615 PAYMENT BOND Bond No. KNOW ALL PEOPLE BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation) (a Limited Liability Company), hereinafter referred to as the "PRINCIPAL" and (Firm) (Address) hereinafter referred to as "the SURETY", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 , a home rule municipality, a home rule municipality, hereinafter referred to as "the OWNER", in the penal sum of ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the PRINCIPAL entered into a certain CONTRACT with the OWNER, dated the [Day] day of [Month] in the year of 20[Year], a copy of which is hereto attached and made a part hereof for the performance of the City of Fort Collins Project, [Project # and Name]. NOW, THEREFORE, if the PRINCIPAL shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in the CONTRACT and any authorized extension or modification thereof, including but not limited to, all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of the Work, and all insurance premiums on the Work, and for all labor, performed in the Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the CONTRACT or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any change, extension of time, alteration or addition to the terms of the CONTRACT or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the SURETY must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed this day of , 20__. IN PRESENCE OF: PRINCIPAL (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other PARTNERS _____________________________ By: _____________________________ By: IN PRESENCE OF: SURETY _____________________________ By:_____________________________________ _____________________________ (Address) (SURETY Seal) NOTE: Date of Bond must not be before date of CONTRACT. If CONTRACTOR is Partnership, all partners should execute Bond. ATTACH TO FORM WHEN SUBMITTED: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact SECTION 00630 CERTIFICATE OF INSURANCE The CONTRACTOR will provide, from insurance companies acceptable to the OWNER, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this Bid, the CONTRACTOR shall furnish the OWNER with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies. In case of the breach of any provision of the Insurance Requirements, the OWNER, at its option, may take out and maintain, at the expense of the CONTRACTOR, insurance as the OWNER may deem proper and may deduct the cost of the insurance from any monies which may be due or become due the CONTRACTOR under this CONTRACT. Insurance certificates should show the certificate holder as follows: City of Fort Collins Purchasing Division PO Box 580 Fort Collins, CO 80522 The OWNER, its officers, agents and employees shall be named as additional insureds on the CONTRACTOR's general liability and automobile liability insurance policies by marking the appropriate box or adding a statement to this effect on the certificate, for any claims arising out of work performed under this CONTRACT. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The CONTRACTOR shall maintain during the life of this CONTRACT for all of the CONTRACTOR’s employees engaged in work performed under this CONTRACT. Workers' Compensation & Employer’s Liability insurance shall conform with statutory limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee, or as required by Colorado law. B. General Liability. The CONTRACTOR shall maintain during the life of this CONTRACT such General Liability as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this CONTRACT. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for General Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. C. Automobile Liability. The CONTRACTOR shall maintain during the life of this CONTRACT such Automobile Liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this CONTRACT. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for Automobile Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. D. Subcontractors. In the event any work is performed by a subcontractor, the CONTRACTOR shall be responsible for any liability directly or indirectly arising out of the work performed under this CONTRACT by a subcontractor, which liability is not covered by the subcontractor's insurance. E. Primary Coverage. For any claims related to the CONTRACT, CONTRACTOR’s insurance shall be primary coverage, and any insurance or self-insurance maintained by the OWNER, its officers, agents and employees shall be in excess of the CONTRACTOR’s insurance and shall not contribute with it. F. Waiver of Subrogation. CONTRACTOR will grant to the OWNER a waiver of any right of subrogation which any insurer of CONTRACTOR may acquire against the OWNER by virtue of any payment of any loss. CONTRACTOR agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the OWNER has received a waiver of subrogation endorsement from the insurer. In the event any work is performed by a subcontractor, the CONTRACTOR shall be responsible for any liability directly or indirectly arising out of the work performed under this CONTRACT by a subcontractor, which liability is not covered by the subcontractor's insurance. SECTION 00632 CERTIFICATE OF PHASE MILESTONE COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF PHASE MILESTONE COMPLETION: PROJECT TITLE: 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 have achieved Phase Milestone Completion on the above date. Pursuant to the Contract Documents, CONTRACTOR has provided the following items, where applicable: Record Drawings (ie. final as-builts) Other: OWNER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR hereby certifies completion of the Phase Milestone. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The ENGINEER hereby certifies completion of the Phase Milestone. ENGINEER AUTHORIZED REPRESENTATIVE DATE The OWNER acknowledges achievement of the Phase Milestone as of , 20 . CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: [Contractor] CONTRACT DATE: [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 have achieved Substantial Completion on the above date. Pursuant to the CONTRACT Documents, CONTRACTOR has provided the following items, where applicable: Record Drawings (ie. final as-builts) Operations & Maintenance Manuals All applicable training Commissioning Third Party Warranties Owner’s Extra Stock & Parts Keys Other: Other: A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the CONTRACT Documents. OWNER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list on or before the Final Acceptance and Completion date of , 20 . CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the Project or specified area of the Project as substantially complete and will assume full possession of the Project or specified area of the Project at 12:01 a.m., on , 20 . CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE AND COMPLETION Month, day , 20 TO: [CONTRACTOR] You are hereby notified that on the day of , 20__, the City of Fort Collins, Colorado, has accepted the Work completed by [CONTRACTOR] for the City of Fort Collins Project, [Project # and Name]. Pursuant to the CONTRACT Documents, CONTRACTOR has provided the following items: A. All documentation called for in the CONTRACT Documents, including without limitation certified payrolls as required for state or federally funded projects; B. Consent of the SURETY, if any, to final payment; C. Satisfactory evidence that all title issues have been resolved such that title to all Work, materials, and equipment has passed to OWNER free and clear of any Liens or other title defects or will so pass upon final payment. D. A list of all disputes that CONTRACTOR believes are unsettled; and E. Complete and legally effective releases or waivers (satisfactory to OWNER) of all Lien rights arising out of the Work, and of Liens filed in connection with the Work. Contractor]’s continuing obligations and guarantees for the Project will be as provided in the CONTRACT Documents. OWNER: City of Fort Collins By: Title: SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: [CONTRACTOR] (CONTRACTOR) PROJECT: [Project # and Name] 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of the payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the SURETY on the project against and from any claim hereinafter made by the CONTRACTOR'S subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorney’s fees, incurred as a result of such claims. 5. The Parties acknowledge that the description of the project set forth above constitutes an adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and SURETY on any Payment and Performance Bonds for the project. Signed this day of , 20 . CONTRACTOR: [CONTRACTOR] By: Title: ATTEST: Secretary STATE OF ) )ss. COUNTY OF ) Subscribed and sworn to before me this day of , 20 , by (name(s) of individual(s) making statement). Witness my hand and official seal. ____________________________________ [SEAL] (Notary’s official signature) ____________________________________ (Title of office) ____________________________________ (Commission Expiration) SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: [CONTRACTOR] PROJECT: [Project # and Name] CONTRACT DATE: [Date] In accordance with the provisions of the CONTRACT between the OWNER and the CONTRACTOR as indicated above, for (SURETY), on bond , the SURETY hereby approves of the Final Payment to the CONTRACTOR and agrees that Final Payment to the CONTRACTOR shall not relieve the SURETY of any of its obligations to the OWNER, as set forth in the SURETY's Bonds. IN WITNESS WHEREOF, the SURETY has hereunto set its hand this day of , 20 . By: (SURETY) ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. STATE OF ) )ss. COUNTY OF ) This record was acknowledged before me on _________________________, 20 _____. By (name of officer or agent, title of officer or agent)as (type of authority, such as officer or trustee) of (name of corporation acknowledging), a (state or place of incorporation) corporation, on behalf of the corporation. Witness my hand and official seal. [SEAL] (Notary’s official signature) ____________________________________ (Title of office) ____________________________________ (Commission Expiration) SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE SECTION 00700 GENERAL CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the CONTRACT These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the CONTRACT Documents as indicated below. SC-2.8 Preliminary Matters A. Delete paragraph 2.8 of the General Conditions entirely and replace it with the following paragraph: Preconstruction Conference. Within ten days after the CONTRACT Times for a Work Order start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working relationship among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. Unless otherwise agreed by the parties, the CONTRACTOR shall be responsible for documenting the meeting minutes which shall be subject to the OWNER’S approval. SC-5.4.7 Additional Insureds. Include the following parties or entities as additional insureds, as provided in paragraph 5.4.7 of the General Conditions: 5.4.7.1 City of Fort Collins, PO Box 580, Fort Collins, Colorado 80522 SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed in paragraphs 5.4.1 through 5.4.10 of the General Conditions are as outlined in Section 00630 of the CONTRACT. The limits of liability for the insurance required by paragraphs 5.4.1 through 5.4.6 inclusive and requirements of 5.4.7 through 5.4.10 shall be in accordance with Section 00630 of the CONTRACT. SC-12.3. Add the following language to the end of paragraph 12.3 of the General Conditions. Lost days due to abnormal weather conditions will be allocated as required. Should there be a day with abnormal weather conditions, Contractor and the City Project Manager will consult, before start of Work, and determine whether Work should begin or not, documenting the decision in writing. In the event the parties mutually agree to suspend Work due to weather, the Project Schedule may be extended on a day for day basis equivalent to the period of time the Work was suspended for weather. SC-CONFIDENTIALITY IN CONNECTION WITH WORK provided to the City of Fort Collins (the “City”) pursuant to this CONTRACT (the “CONTRACT”), the CONTRACTOR hereby acknowledges that it has been informed that the City has established policies and procedures with regard to the handling of confidential information and other sensitive materials. In consideration of access to certain information, data and material (hereinafter individually and collectively, regardless of nature, referred to as “information”) that are the property of and/or relate to the City or its employees, customers or suppliers, which access is related to the performance of Work that the CONTRACTOR has agreed to perform, the CONTRACTOR hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of Work for the City may be confidential and/or proprietary. The CONTRACTOR agrees to treat as confidential (a) all information that is owned by the City, or that relates to the business of the City, or that is used by the City in carrying on business, and (b) all information that is proprietary to a third party (including but not limited to customers and suppliers of the City). The CONTRACTOR shall not disclose any such information to any person not having a legitimate need-to-know for purposes authorized by the City. Further, the CONTRACTOR shall not use the information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the CONTRACTOR understands that it shall have no obligation under this CONTRACT with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this CONTRACT, or (b) is required by law, regulation or court order to be disclosed, provided that the request for disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the CONTRACTOR shall furnish a copy of this CONTRACT to anyone to whom it is required to make disclosure and shall promptly advise the City in writing of each disclosure. In the event that the CONTRACTOR ceases to perform Work for the City, or the City so requests for any reason, the CONTRACTOR shall promptly return to the City any and all information described hereinabove, including all copies, notes and/or summaries (handwritten or mechanically produced) thereof, in its possession or control or as to which it otherwise has access. The CONTRACTOR understands and agrees that the City’s remedies at law for a breach of the CONTRACTOR’s obligations under this Confidentiality Agreement may be inadequate and that the City shall, in the event of any breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. SECTION 00900 CHANGE ORDERS AND PAYMENT 00950 Change Order 00955 Work Change Directive 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: [Project # and Name] CONTRACTOR: [Company Name] PO NUMBER: DESCRIPTION: 1. Reason for Change: Why is the change required? 2. Description of Change: Provide details of the changes to the Work 3. Change in Price: 4. Change in Time: ORIGINAL PRICE $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGINAL WORK ORDER % ADJUSTED COST $ .00 CONTRACTOR: Date: Name, Title ACCEPTANCE: Date: Name, Project Manager REVIEWED: Date: Name, Buyer II or Senior Buyer ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) SECTION 00955 WORK CHANGE DIRECTIVE A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with the Work that may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Times a Field Order should be used. B. COMPLETING THE WORK CHANGE DIRECTIVE FORM Engineer initiates the form, including a description of the items involved and attachments. Based on conversations between the Engineer/Owner and Contractor, Engineer completes the following: METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the estimated net effect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed Work is completed, another Work Change Directive must be issued to change the estimated price or Contractor may stop the changed Work when the estimated time is reached. If the Work Change Directive is not likely to change the Contract Price, the space for estimated increase (decrease) should be marked “Not Applicable”. Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in Price or Times. Once authorized by Owner, a copy should be sent by Engineer to Contractor. Price and Times may only be changed by Change Order signed by Owner and Contractor with Engineer’s recommendation. Article 10 of the General Conditions requires that a Change Order be initiated and processed to cover any undisputed sum or amount of time for Work actually performed pursuant to this Work Change Directive. Once the Work covered by this directive is completed or final cost and times are determined, Contractor should submit documentation for inclusion in a Change Order. IF THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE OR CONTRACT TIMES. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY. WORK CHANGE DIRECTIVE NO. PROJECT TITLE: Name CONTRACTOR: Name ENGINEER: Name PO NUMBER: You are directed to proceed promptly with the following change(s): Description: Purpose of Work Change Directive: Attachments: (List documents supporting change) If OWNER OR CONTRACTOR believe that the above change has affected Contract Price, any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Price:  Unit Prices  Lump Sum  Cost of the Work Estimated increase (decrease) in Contract Price: $ If the change involves an increase, the estimated amount is not to be exceeded without further authorization. Estimated increase (decrease) in Contract Times: Substantial Completion: days; Ready for Final Acceptance: days REQUESTED: Name CONTRACTOR AUTHORIZED REPRESENTATIVE DATE RECOMMENDED: ENGINEER AUTHORIZED REPRESENTATIVE DATE AUTHORIZED: OWNER AUTHORIZED REPRESENTATIVE DATE Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with CONTRACT NUMBER DATE AMOUNT The present status of the account for this CONTRACT is as follows: 1 2 Original CONTRACT Amount: $ 3 Net Change by Change Order: $ Current CONTRACT Amount: $ Total Completed and Stored to Date: $ Less Previous Applications: $ Amount Due this Application - Before Retainage $ Less Retainage $ Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $ CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisf ied as required in Paragraph 14.3. of the General Conditions of the CONTRACT. OR The undersigned CONTRACTOR certifies that to the best of its knowledge, information and belief the Work covered by this Appli cation for Payment has been completed in accordance with the CONTRACT Documents, that all accounts have been paid for Work for which previous Applications for Payment were issued and payments rec eived, and this current payment requested herein is now due. The above Amount Due this Application is requested by the CONTRACTOR. Date: By: In accordance with the CONTRACT Documents, based on site observations and the data comprising the above Application, the ENGINEER certifies to the OWNER that the Work has progressed to the point indicated; that to the best of its knowledge, information and belief, the quality of the Wor k is generally in accordance with the CONTRACT Documents, and that the CONTRACTOR is entitled to payment of the amount requested herein subject to any set -offs set forth on the attached exhibit. Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work 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 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 STORED MATERIALS SUMMARY PAGE 4 OF 4 On Hand Received Installed On Hand Item Invoice Previous This This This Number Number Description Application Period Period Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 SET NO. 01 PROJECT MANUAL 2023-2024 COLLECTION SYSTEM REPLACEMENT PROJECT FOR CITY OF FORT COLLINS FEBRUARY 29, 2024 Section No. Subject Page(s) PROJECT MANUAL TABLE OF CONTENTS CITY OF FORT COLLINS 2023-2024 COLLECTION SYSTEM REPLACEMENT PROJECT Section No. Subject Page(s) 00001 Cover ...............................................................................................................................1 00005 Table of Contents................................................................................................................2 DIVISION 1—GENERAL REQUIREMENTS 01 10 00 Summary of Work..............................................................................................01 10 00-06 01 25 00 Measurement and Payment...............................................................................01 25 00-08 01 29 00 Schedule of Values............................................................................................01 29 00-02 01 31 00 Project Coordination..........................................................................................01 31 00-01 01 31 19 Project Meetings................................................................................................01 31 19-03 01 32 16 Construction Project Schedules.........................................................................01 32 16-04 01 33 00 Submittal Procedures ........................................................................................01 33 00-08 01 45 00 Quality Control...................................................................................................01 45 00-05 01 52 00 Temporary Construction Facilities.....................................................................01 52 00-03 01 55 26 Traffic Control ....................................................................................................01 55 26-04 01 74 00 Cleaning.............................................................................................................01 74 00-02 01 77 00 Close Out Procedures .......................................................................................01 77 00-03 01 78 23 Project Record Documents................................................................................01 78 23-03 DIVISION 2—EXISTING CONDITIONS 02 41 00 Demolition..........................................................................................................02 41 00-04 DIVISION 3—CONCRETE 03 30 00 Concrete Paving and Flatwork...........................................................................03 30 00-10 03 62 00 Grout ..............................................................................................................03 62 00-03 DIVISION 31—EARTHWORK 31 23 13 Earthwork and Trenching...................................................................................31 23 13-10 DIVISION 32—EXTERIOR IMPROVEMENTS 32 11 23 Aggregate Base Courses...................................................................................32 11 23-04 32 12 16 Asphalt Paving...................................................................................................32 12 16-10 32 92 23 Sodding ............................................................................................................32 92 23-05 32 93 02 Topsoil .............................................................................................................32 93 02-02 32 93 03 Tree Protection ..................................................................................................32 93 03-09 DIVISION 33—UTILITIES 33 05 00 Common Work Results for Utilities....................................................................33 05 00-04 33 31 13 Sanitary Sewer ..................................................................................................33 05 23-08 33 60 00 Manholes ...........................................................................................................33 60 00-05 END OF CONTENTS TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ February 2024 01 11 00-1 Ditesco SECTION 01 11 00 - SUMMARY OF WORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Work covered by contract documents B. Work by Owner C. Work by others D. Contractor use of site and premises E. Work sequence F. Easements and right-of-way G. Protection of property H. Maintenance of traffic I. Barricades and lights J. Field Engineering K. Lines and grades L. Regulatory requirements M. Coordination 1.2 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of this Contract consists of replacement and rehabilitation of multiple sanitary sewer lines in Old Town Fort Collins. The utility work is comprised of traditional “open cut” methodology to install approximately 2,990 linear feet of PVC SDR35 sanitary sewer line as well as the installation, replacement, and restoration of sanitary sewer manholes associated with the sewer main installations. Surface restoration shall be completed to bring disturbed areas back to pre-construction conditions. The utility work will require that all services and sanitary sewer main lines remain active during the course of construction. The Contractor shall accommodate all flows, sanitary services, and nuisance flows from miscellaneous or undocumented sanitary services as needed and shall provide temporary connections to the existing collection system while performing replace-in-place installation. B. Furnish all materials, equipment, supplies, and appurtenances; provide all construction equipment and tools; and perform all necessary labor and supervision. C. Coordinate the progress of the Work including coordination between trades, subcontractors, suppliers, public and private utilities and Owner to ensure the progress of Work. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ February 2024 01 11 00-2 Ditesco D. It is the intent of this contract that Work proceed in the most expeditious manner possible. E. The Work identified in the unit price bid schedules comprises all work to be completed by the CONTRACTOR to construct the Collection System Replacement Project. The project includes tasks described herein and as outlined on the project plans. 1.3 WORK BY OWNER A. No work by owner. 1.4 WORK BY OTHERS A. No work by others. 1.5 CONTRACTOR USE OF SITE AND PREMISES A. Contractor shall limit use of the premises for Work and storage. B. Coordinate use of premises under direction of Engineer and Project Manager. C. Assume full responsibility for the protection and safekeeping of products stored on site under this Contract. D. Move any stored products, under Contractor's control that interfere with operations of the Owner. E. Obtain and pay for the use of additional storage or work areas needed for operations. 1.6 WORK SEQUENCE A. Construct Work in stages to allow for Owner's continuous occupancy and for uninterrupted service. Provide “Detailed Work Plan” for each Phase of the project in strict accordance with The Engineers Phasing Plan provided on sheet C101 of the contract drawings. No deviations from the Engineers Phasing Plan will be accepted without written approval from the Engineer and the Owner. Coordinate every item of Work on the project as required in Section 01 32 16. Coordinate construction schedule and operations with the Engineer and Owner’s Project Manager. Work shall be completed at times acceptable to the Owner. The CONTRACTOR shall minimize all outages to occupied spaces and shall coordinate the outages and duration with the Owner a minimum of 7 days prior to commencing work. B.The Contractor is required to complete all utility replacement work within a phase before starting work in the next phase, unless multiple crews are working simultaneously. Additionally, the Contractor is required to complete all surface and landscape restoration work within 14 days of the completion of utility replacement work in each phase. C. All work sequences shall afford continuity of service which includes water, wastewater, pedestrian, bicycle and vehicular access. If sidewalks, bikeways or vehicular lanes are to be closed for construction purposes, the Contractor shall provide an alternate route, all weather surface, as a temporary detour until the work area can be permanently restored. All pedestrian detour routes shall be ADA compliant. The temporary detours shall be provided as part of the Contractor’s separate Work Plan submittals to the Engineer. Detour elements can also be shown in the Contractor’s Method of Handling Traffic (MHT) or Traffic Control Plan (TCP). D. Construction services performed in accordance with the Agreement and specifications include the following: 1.South Meldrum Street Sanitary Sewer TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ February 2024 01 11 00-3 Ditesco a. The base bid includes the installation of 8-inch SDR35 PVC sewer line, fittings, manholes, and appurtenances as indicated in the drawings. b. All asphalt, concrete, and landscape surface restoration as conditional to the installation and shall be included in the Work. 2.North Meldrum Street Sanitary Sewer and Storm Sewer a. The base bid includes the installation of 10-inch and 8-inch SDR35 PVC sewer line, fittings, manholes, and appurtenances as indicated in the drawings. b. All asphalt, concrete, and landscape surface restoration as conditional to the installation and shall be included in the Work. 3.South Loomis Avenue Sanitary Sewer a. The base bid includes the installation of 8-inch SDR35 PVC sewer line, fittings, manholes, and appurtenances as indicated in the drawings. b. All asphalt, concrete, and landscape surface restoration as conditional to the installation and shall be included in the Work. 4.Beaver’s Alley Sanitary Sewer a. The base bid includes the installation of 8-inch SDR35 PVC sewer line, fittings, manholes, and appurtenances as indicated in the drawings. b. All asphalt, concrete, and landscape surface restoration as conditional to the installation and shall be included in the Work. 5.Shields Steet Sanitary Sewer a. The base bid includes the installation of 8-inch SDR35 PVC sewer line, fittings, manholes, and appurtenances as indicated in the drawings. b. All asphalt, concrete, and landscape surface restoration as conditional to the installation and shall be included in the Work. 1.7 EASEMENTS AND RIGHT-OF-WAY A. In general, Owner will provide full use of premises for construction of improvements. Exceptions shall be identified within the contract documents. Owner reserves the right to limit site access as required for changes in operations. Work within the right-of-way shall be coordinated with Contractor’s approved Traffic Control Plan. B. Confine construction operations to the immediate vicinity of the location indicated on drawings and use due care in placing construction tools, equipment, excavated materials, and pipeline materials and supplies, so as to cause the least possible damage to property and interference with traffic. Excavated soil materials will be required to be hauled off site to an area designated by the Contractor unless they will be immediately used as backfill material following installation. 1.8 PROTECTION OF PROPERTY A. Protect, shore, brace, support, and maintain underground and overhead pipes, conduits, drains, and other construction uncovered or otherwise affected by construction operations. B. Restore to their original condition, pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences sod and other surface structures affected by construction operations. C. Use new materials for replacement. D. Contractor shall be responsible for all damage to streets, roads, shoulders, sidewalks, curb and gutter, ditches, embankments, culverts, location or character, which may be caused by transporting equipment, materials, or personnel to or from the Work or any site thereof, whether by Contractor or subcontractor staff. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ February 2024 01 11 00-4 Ditesco E. Make satisfactory and acceptable arrangements with the Owner of, or the agency or authority having jurisdiction over, any damaged property concerning its repair or replacement, or payment of costs incurred in connection with the damage. F. Keep fire hydrants and water control valves free from obstruction and available for use at all times. 1.9 MAINTENANCE OF TRAFFIC A. Conduct Work to interfere as little as possible with public and school travel, whether vehicular or pedestrian. Prepare detailed traffic control plans for each part of the project as required in Section 01 32 16 – Construction Project Schedules. Traffic control plans shall be prepared by a Certified Traffic Control Supervisor and submitted to the Owner for approval. No sidewalks may be closed until detour plan have been reviewed and approved by the Owner. 1. Whenever it is necessary to cross, close, or obstruct roads, driveways and walks, provide and maintain suitable, ADA compliant, and safe bridges, detours, or other temporary devices for accommodation of private travel. a. Provide Engineer and Owner a minimum of 48 working hours written notice b. Owner is not responsible for Contractor’s downtime associated with failure to identify closures and compliance with these requirements. B. Detour 1. Provide, as required, bridges across trenches, barricades, guardrail approaches, lights, signals, signs, and other devices necessary for protection of the Work and public safety. Provide all weather surfaces that meet ADA requirements for width and travel elements. 2. Provide highly visible pedestrian detours whenever any pedestrian sidewalk or cross walk is impacted by construction activities. 1.10 BARRICADES AND LIGHTS A. Protect streets, sidewalks, parking lots and other public thoroughfares which are closed to traffic by effective barricades with acceptable warning signs B. Locate barricades at the street intersecting public thoroughfare on each side of the blocked section. C. Provide suitable barriers, signs, and lights to the extent required to adequately protect the public. D. Provide similar warning signs and lights at obstructions such as material piles and equipment. E. Illuminate barricades and obstructions with warning lights from sunset to sunrise. F. Store materials and conduct work to cause the minimum obstruction to the Owner. G. Install and maintain barricades, signs, lights, and other protective devices in conformity with applicable statutory requirements, MUTCD and, as required by the City of Fort Collins Traffic Operations. 1.11 FIELD ENGINEERING A. Employ a Land Surveyor registered in the State of Colorado and acceptable to the Engineer and Owner. B. Contractor to locate and protect survey control and reference points. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ February 2024 01 11 00-5 Ditesco C. Control datum for survey is that shown on Drawings. D. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices. 1.12 LINES AND GRADES A. Construct all Work to the lines, grades, and elevations indicated on the drawings. 1. Remove and reconstruct improperly located Work. B. Provide all additional survey, layout, and measurement work required. 1. Work performed by a qualified professional engineer or registered land surveyor acceptable to Engineer and Owner. 2. Locate and protect control points prior to starting site work, and preserve all permanent reference points during construction. a. Make no changes or relocations without prior written notice to Engineer. b. Report to Engineer when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. c. Require surveyor to replace Project control points which may be lost or destroyed. 1. Establish replacements based on original survey control 3. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means. a. Site improvements 1. Stakes for grading, fill and topsoil placement 2. Utility slopes and invert elevations 4. From time to time, verify layouts by the same methods. 5. Maintain a complete, accurate log of all control and survey work as it progresses. 6. On request of Engineer, submit documentation to verify accuracy of field engineering work. 1.13 REGULATORY REQUIREMENTS A. Contractor shall be licensed by the City of Fort Collins Engineering Department to perform work in the Right-of-Way. Additionally, all subcontractors of the Contractor shall be licensed by the City of Fort Collins Engineering Department. B. Contractor shall obtain an excavation permit for all work in the Right-of-Way and shall be responsible for coordinating with the City of Fort Collins Engineering Department on inspection and closeout of the permit. The Contractor is responsible to apply for and pay all fees associated with the ROW excavation permit. C. Comply with all federal, state, and local laws, regulations, codes, and ordinances applicable to the Work. D. References in the Contract Document to local codes shall mean the codes in effect in the City of Fort Collins. E. Other standards and codes which apply to the Work are designated in the specifications. 1.14 COORDINATION A. Coordinate scheduling, submissions, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ February 2024 01 11 00-6 Ditesco B. Coordinate work related to the Collection System Replacement Project to ensure completion of work according to the contract milestones. C. Coordinate completion and cleanup of Work of separate Sections. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 25 00 MEASUREMENT AND PAYMENT February 2024 01 25 00-1 Ditesco SECTION 01 25 00 – MEASUREMENT AND PAYMENT PART 1 GENERAL 1.1 SECTION INCLUDES A. Format and Data Required B. Preparation of Application for each Progress Payment C. Substantiating Data for Progress Payments D. Preparation of Application for Final Payment E. Submittal Procedure F. Basis of Payment G. Significant Changes in the Character of Work H. Description and Payment I. Bid Item Description 1.2 RELATED SECTIONS A. 01 11 00 Summary of Work B. 01 29 00 Schedule of Values 1.3 FORMAT AND DATA REQUIRED A. Submit applications typed on Application for Payment and Certificate for Payment using Owner’s application for payment template, with itemized data typed on 8 1/2" by 11" white paper continuation sheets. Copies of forms are available from Engineer. B. Utilize Owner-provided cover sheet. C. Provide Itemized Data on Continuation Sheet: 1. Format, schedules, line items and values: The schedule of values established as part of the Agreement. 1.4 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Submit Applications for Payment to Engineer in accordance with the schedule of values established by Conditions of the Contract and Agreement between Owner and Contractor. B. Application Form: 1. Fill in required information, including that for Change Orders executed prior to the date of submittal application. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 25 00 MEASUREMENT AND PAYMENT February 2024 01 25 00-2 Ditesco 2. Fill in summary of dollar values to agree with the respective totals indicated on the continuation sheets. 3. Execute certification with the signature of authorized officer of the Contractor's firm. 4. Notarize signature where required on Certificate for Payment. C. Continuation Sheets: 1. Fill in total list of all scheduled component items of Work, with time number and the scheduled dollar value for each item. 2. Fill in the dollar value in each column for each scheduled line item when work has been performed or products stored. 3. List each Change Order executed prior to the date of submission at the end of the continuation sheets: a. List by Change Order number, dollar amount and description as for an original component item of work. 4. Use data from approved Schedule of Values: Provide dollar value in each column for each line item for portion of work performed and for stored products. 1.5 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When Owner or Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying: 1. Project 2. Application number and date 3. Detailed list of enclosures B. Submit one copy of data and cover letter for each copy of application C. Submit an updated construction schedule with each application for payment D. Submit evidence of payment and release of liens within 60 days of payment to Contractor for Work performed by subcontractors or for equipment and materials delivered to the site during construction. 1.6 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Fill in Application form as specified for progress payments B. Use continuation sheets for presenting the final statement of accounting as specified in Section 01 77 00—Close Out Procedures. 1.7 SUBMITTAL PROCEDURE A. Submit Applications for Payment to Engineer at the times stipulated in the Agreement B. Number: Four copies of each Application or a single electronic copy. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 25 00 MEASUREMENT AND PAYMENT February 2024 01 25 00-3 Ditesco C. When Engineer finds the Application properly completed and correct, he will transmit Certificates for Payment to Owner, with a copy to Contractor. Upon approval by Owner, Owner will transmit payment to Contractor with one copy of Certificate attached. 1.8 BASIS OF PAYMENT A. Payment will be made on a unit price basis relative to field-verified quantities, completion of each item, contained within the schedule of values for each phase of work. The schedule of values shall be correlated to line items in the Contractor’s schedule and other required administrative schedules and forms including: 1. Contractors Construction Schedule 2. Application for Payment Form 3. List of subcontractors 4. Schedule of allowances 5. Schedule of alternates 6. List of products 7. List of principal suppliers and fabricators 8. Schedule of submittals B. Payment for bid items designated as lump sum pay items shall be paid proportionally to the percentage of work completed, unless otherwise noted in the Bid Item Descriptions. C. Submit the Schedule of Values to the Engineer and Owner at the earliest feasible date, but in no case later than 7-days before the date scheduled for submittal of the initial Application for Payment. D. The Contract sum prices shall include all costs whatsoever required to accomplish the work as designated in these contract documents and as shown on the plans. E. Contractor shall verify Contract unit quantities on a daily basis, with the Owner, and costs shall be included in the Pay Application for each area of work. 1.9 SIGNIFICANT CHANGES IN THE CHARACTER OF WORK A. The Engineer reserves the right to make, in writing, at any time during the work, such changes in quantities and such alterations in the work as are necessary to satisfactorily complete the project. Such changes in quantities and alterations shall not invalidate the Contract nor release the surety, and the Contractor agrees to perform the work as altered. If the alterations or changes in quantities significantly change the character of the work under the Contract, whether such alterations or changes are in themselves significant changes to the character of the work, or by affecting other work cause such other work to become significantly different in character, an adjustment, excluding loss of anticipated profit, will be made to the Contract. B. The basis for the adjustment shall be agreed upon before the performance of the work. If a basis cannot be agreed upon, then an adjustment will be made either for or against the Contractor in such amount as the Engineer may determine to be fair and equitable. If the alterations or changes in quantities do not significantly change the character of the work to be performed under the Contract, the altered work will be paid for as provided elsewhere in the Contract. C. The term “significant change” shall be construed to apply only to the following circumstances: 1. When the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction, or 2. When a major item of work is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. Any allowance for an increase in quantity shall TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 25 00 MEASUREMENT AND PAYMENT February 2024 01 25 00-4 Ditesco apply only to that portion in excess of 125 percent of original contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed. D. A major item is defined to be any item having an original contract value in excess of 10 percent of the original contract amount. 1.10 DESCRIPTION AND PAYMENT A. Payment will be made only for those items listed in the Bid Form(s). All other items required for the work including, but not limited to general conditions, stormwater management permits, Fort Collins traffic control permits, surveying, cleaning, shall be considered incidental to the construction and shall not be paid for separately. Bid Item descriptions contained within Section 1.11 apply to all Bid Forms or Schedules. B. The Bid Item Descriptions below apply to all respective items listed in the Bid Schedules. 1.11 BID ITEM DESCRIPTION A. Mobilization: 1. This work shall be limited to the following: obtaining bonds and insurance, obtaining required permits and licenses, developing project work schedule, movement of major personnel, equipment, and supplies to the jobsite. Mobilization shall be measured and paid for as a lump sum. i. The total cost of this item shall not exceed 5% of the total cost of each respective Bid Schedule. ii. The Owner will pay no more than 50% of the lump sum price until 5% of the total contract value of the respective Bid Schedule has been earned. The Owner will pay the remaining 50% of the mobilization lump sum price when 10% of the contract value of the respective Bid Schedule has been earned. B. Excavation Permit Fees 1. This work shall consist of obtaining excavation permits issued by the City of Fort Collins Engineering Department. The Contractor is required to be licensed by the City of Fort Collins Engineering Department prior to working in City of Fort Collins right-of-way. Any fees associated with obtaining the proper licensing shall not be paid. Excavation permit fees shall be paid for with an allowance. Payment will be made as a reimbursement based on the actual invoiced value of the permit fees after inspection. C. Erosion Control: 1. This work consists of installation and maintenance of erosion control measures called for on the contract drawings and required by the City of Fort Collins throughout the duration of the project. This shall include all acquisition and compliance with Colorado Discharge Permit System (CDPS) requirements including a Stormwater Management Plan (SWMP) as necessary. All equipment and labor will not be paid for separately but included in the work. This shall include all dust control and maintenance required throughout the duration of the project. Erosion Control Management shall be measured and paid for as a lump sum. i. The total cost of this item shall not exceed 2.5% of the total cost of each respective Bid Schedule. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 25 00 MEASUREMENT AND PAYMENT February 2024 01 25 00-5 Ditesco D. Traffic Control Management 1. This work shall include the worksite traffic supervisor whose duties include, but are not limited to, coordination of traffic control operations, management of signage and devices, obtaining all necessary permits, obtaining and implementing all necessary MHTs, and daily traffic logs. This work shall also include the inspection of all traffic control on days in which no work is being performed. The inspection shall verify that all necessary traffic control devices are in place and will make any necessary corrections. Traffic Control Management shall be measured and paid for by the day. E. Traffic Control Flagging 1. This work consists of flaggers to direct the traveling public and construction traffic within the project limits. Flagging hours will not include the hours to set up or take down construction traffic control devices. Flagging shall be measured and paid for by the hour. F. Variable Message Sign (VMS): 1. This work consists of furnishing and installing variable message signs used to notify the traveling public of construction closures per MUTCD and City of Fort Collins Traffic Operations requirements. Maintenance and inspection of this equipment shall be measured and paid for as part of the Traffic Control Management bid item. Variable Message Signs shall be measured and paid for by each. G. Traffic Control Signage and Devices 1. This work consists of all traffic control devices, including but not limited to, signs, cones, barrels, arrow boards, barricades, and other devices necessary to safely manage traffic in accordance with these plans, specifications, approved traffic control plans, and the MUTCD. Cone and drum spacing, and all traffic control and detour signage shall be installed and maintained by the Contractor to meet MUTCD and City of Fort Collins Traffic Operations requirements. Traffic Control Signage and Devices shall be measured and paid for as a lump sum. H. Asphalt Pavement Removal 1. This work consists of full depth asphalt removal for utility installation. This work includes sawcutting, equipment, labor, hauling, and disposal. Full depth asphalt removal shall be limited to the pavement above the utility trench as shown on the contract drawings. Payment shall not be made for full depth asphalt removal beyond the limits established on the contract drawings. Asphalt removal shall be measured and paid for per square yard. I. Asphalt Milling 1. Asphalt milling shall be measured by the square yard of 2-inch paved surface milled in place. All milling equipment and labor will not be measured and paid for separately but shall be included in the work. Hauling and disposal of millings shall be provided by the Contractor and included in the cost of work. J. Concrete Pavement Removal 1. This work shall consist of removing the existing concrete pavement for utility installation. All concrete pavement removal shall be to the nearest existing joint. All associated trucking, hauling, disposal, equipment, and labor will not be paid for separately but included in the work. Payment shall not be made for adjacent panels that require removal due to damage caused by the Contractor. Any protective measures used to protect TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 25 00 MEASUREMENT AND PAYMENT February 2024 01 25 00-6 Ditesco adjacent panels or private property will not be paid for separately but included in the work. All removal extents shall be confirmed in the field with the Engineer. Removal of concrete shall be measured and paid for by the square yard. K. Concrete Pan Removal 1. This work shall consist of removing the existing concrete cross pan for utility installation. All concrete pan removal shall be to the nearest existing joint. All associated trucking, hauling, disposal, equipment, and labor will not be paid for separately but included in the work. Payment shall not be made for adjacent panels that require removal due to damage caused by the Contractor. Any protective measures used to protect adjacent panels or private property will not be paid for separately but included in the work. All removal extents shall be confirmed in the field with the Engineer. Removal of concrete shall be measured and paid for by the square yard. L. Abandon Manhole 1. This work shall consist of the abandonment of existing sanitary sewer manholes per the details shown on the contract drawings. All labor, equipment, materials, and hauling will not be paid for separately but shall be included in the work. Manhole abandonment shall be measured and paid for by each. M. Remove Manhole 1. This work shall consist of the removal and disposal of existing sanitary sewer manholes per the contract drawings. All labor, equipment, materials, and hauling will not be paid for separately but shall be included in the work. Manhole removal shall be measured and paid for by each. N. Storm Manhole Repair 1. This work shall consist of removing the existing sanitary sewer line from the storm manhole in the intersection of Laporte Avenue and North Meldrum Street. The work shall include the repair of the storm manhole concrete by patching the walls with grout following the removal of the sanitary sewer line. All labor, equipment, and materials shall be included in the work. Storm manhole repair shall be measured and paid for as a lump sum. O. Unsuitable Materials Mitigation 1. This work shall include the removal and replacement of unsuitable materials and soils encountered during the excavation and installation of the sanitary sewer line. The Engineer shall inspect the excavated material and classify it as suitable or unsuitable to use as compacted backfill above the newly installed utility. If the material is found to be unsuitable for use, the Contractor shall provide suitable backfill material. This work shall include the excavation, hauling, and disposal of unsuitable material and the labor, equipment, material, and hauling necessary to provide, install, and compact the replacement material. It shall be noted that the usage of this pay item shall be at the sole discretion of the Engineer. Unsuitable material mitigation shall be measured and paid for per cubic yard. P. Fence Removal 1. This work shall include the removal and disposal of fencing as shown on the contract drawings. All associated labor, equipment, and materials shall be included in this work. Fence removal shall be measured and paid for per linear foot. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 25 00 MEASUREMENT AND PAYMENT February 2024 01 25 00-7 Ditesco Q. 8-Inch Sanitary Sewer Installation 1. This work consists of all excavation, removal of existing sanitary sewer pipe, and installation of 8-inch diameter SDR 35 sanitary sewer pipe and appurtenances as shown on the contract drawings. This work includes dewatering, pipe bedding, backfilling, and compacting excavations up to the bottom elevation of aggregate base course located within paved areas. This work shall include all other items shown on the contract drawings and specifications not explicitly defined herein or within the subsequent bid items. Sanitary sewer line installation shall be measured and paid for per liner foot. R. 10-Inch Sanitary Sewer Installation 1. This work consists of all excavation, removal of existing sanitary sewer pipe, and installation of 8-inch diameter SDR 35 sanitary sewer pipe and appurtenances as shown on the contract drawings. This work includes dewatering, pipe bedding, backfilling, and compacting excavations up to the bottom elevation of aggregate base course located within paved areas. This work shall include all other items shown on the contract drawings not explicitly defined herein or within the subsequent bid items. Sanitary sewer line installation shall be measured and paid for per liner foot. S. Sanitary Sewer Service Connection 1. This work shall consist of the installation sanitary sewer service connection per the contract drawings and specifications. All labor, equipment, and materials will not be paid for separately but shall be included in the work. Sanitary sewer service connections shall be measured and paid for by each. T. Manhole Installation 1. This work shall consist of the installation sanitary sewer manholes per the contract drawings and specifications. All labor, equipment, materials, and hauling will not be paid for separately but shall be included in the work. Manhole installation shall be measured and paid for by each. U. Aggregate Base Course 1. Aggregate Base Course (ABC) shall be paid for per ton of installation, at the depth indicated on the contract drawings. This shall include furnishing material, all trucking, hauling, compaction equipment, preparation for testing of compacted base course. Water required for compacting efforts shall not be measured and paid for separately but shall be included in the cost of the work. V. Asphalt Pavement 1. Asphalt pavement shall be furnished at the designated depth for the specified area and shall be measured by the ton. This shall include all labor, equipment, materials, and trucking necessary to perform the work. This shall include saw cutting to form straight and refined edges for areas subject to replacement. Adjustment of all valve boxes, manholes, and other utility boxes inside the replacement area shall be performed by the contractor and incidental to the work. Tack and seal coating shall be included within the bid item and will not be paid for separately. Full depth asphalt pavement shall be limited to the pavement above the utility trench installation as shown on the contract drawings. Payment shall not be made for full depth asphalt pavement beyond the limits established on the contract drawings. W. Concrete Pavement 1. This work consists of concrete pavement to replace concrete removed during construction of new sanitary sewer lines and appurtenances. This shall include all labor, TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 25 00 MEASUREMENT AND PAYMENT February 2024 01 25 00-8 Ditesco equipment, material, and trucking necessary to perform the work. This shall include saw cutting to form straight and refined edges for areas subject to replacement. Adjustment of all valve boxes, manholes, and other utility boxes inside the replacement area shall be performed by the contractor and are incidental to the work. Material and labor required to furnish and install reinforcement and dowels shall be included in this work. Concrete pavement shall be measured and paid for by the square yard. X. Concrete Pan 1. This work shall include all excavation, compaction, formwork, equipment, labor, and materials required to place the cross pan complete in place. Any incidental damage to adjacent pavement requiring repair shall not be measured and paid for separately but shall be included in the cost of the work. This work will be measured and paid for per square yard of cross pan installed. Y. Landscape Repair 1. This work consists of landscaping restoration work in utility replacement areas as specified on the contract drawings. This shall include all labor, equipment, and materials to restore damaged landscape areas to meet or exceed existing quality. This shall also include the protection or replacement of damaged irrigation, walkway pavers, fencing, or other private property. Landscape repair shall be measured and paid for as a lump sum. Z. Pavement Markings 1. This work consists of furnishing and applying pavement markings in accordance with the contract drawings and specifications and the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and City of Fort Collins Traffic Operations. This shall include all labor, equipment, and material necessary to perform the work. Pavement Markings shall be measured and paid for as a lump sum. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 29 00 SCHEDULE OF VALUES February 2024 01 29 00-1 Ditesco SECTION 01 29 00 - SCHEDULE OF VALUES PART 1 GENERAL 1.1 SECTION INCLUDES A. Form and content B. Sub-schedule of unit material values. 1.2 REQUIREMENTS A. Submit to Engineer schedule of values allocated to various portions of Work, within 10 days after Notice of Award. B. The Contractor is required to provide Schedule of Values that meet the requirements of the Owner. It is anticipated the Contractor will provide a detailed Schedule of Values with multiple cost-codes, in order to meet the designated requirements. The Schedule of Values shall match the bid form pay items. C. Upon request of ENGINEER, support values with data which substantiate their correctness. D. Schedule of values, unless objected to by ENGINEER, shall be used only as basis for CONTRACTOR’s Applications for Payment. E. Submit initial schedule of values in duplicate. After review by ENGINEER, revise and resubmit as required. Submit schedule of Values with each Application for Payment, reflecting any changes. F. Submit applications typed on Application for Payment and Certificate for Payment using Owner’s application for payment template, with itemized data typed on 8 1/2" by 11" white paper continuation sheets. Copies of forms are available from Engineer. G. Format: 1. As formatted on Owner’s application for Payment template. 2. Include in each line item a directly proportional amount of the CONTRACTOR’s overhead and profit. 1.3 FORM AND CONTENT A. Type schedule on 8-1/2”x11 white paper; CONTRACTOR’s standard forms and automated printout will be considered for approval by ENGINEER upon CONTRACTOR’s request. Identify schedule with: 1. Title of project and location. 2. Project number. 3. Name and Address of CONTRACTOR. 4. Agreement designation. 5. Date of submission. B. Schedule shall list installed value of component parts of Work in sufficient detail to serve as basis for computing values for progress payments during construction. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 29 00 SCHEDULE OF VALUES February 2024 01 29 00-2 Ditesco C. Follow table of contents of this Construction Project Manual as format for listing component items. Identify each line item with number and title of respective major section of Specifications. D. For each major line item list sub-values of major products or operations under item. E. For various portions of Work: 1. Each item shall include directly proportional amount of CONTRACTOR’s overhead and profit. 2. Payment for stored materials shall not be permitted on this project. F. Sum of all values listed in schedule shall equal total Contract Price. 1.4 SUBSCHEDULE OF UNIT MATERIAL VALUES A. Form of submittal shall parallel that of schedule of values, with each item identified same as line item in schedule of values. B. Unit quantity for bulk materials shall include allowance for normal waste. C. Unit values for materials shall be broken down into: 1. Cost of materials delivered and unloaded at site. 2. Installation costs, including CONTRACTOR’s overhead and profit. D. Installed unit value multiplied by quantity listed shall equal cost of that item in schedule of values. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 31 00 PROJECT COORDINATION February 2024 01 31 00-1 Ditesco SECTION 01 31 00 – PROJECT COORDINATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Utility locates B. Utility outages 1.2 UTILITY LOCATES A. Utility locations can be requested using One Call by dialing 811. Specific site information regarding City of Fort Collins Utilities and the presence and general location (if known) of utilities belonging to non-Town entities in the excavation area will be provided to the contractor. The Contractor shall also contact Utility Notification Center of Colorado (UNCC) at (800) 922-1987 or 811. B. Maintaining utility locate markings is the responsibility of the Contractor. C. Regulations regarding the accuracy of utility location marks are the applicable current laws of the State of Colorado. 1.3 UTILITY OUTAGES A. All utility outages, street closures, equipment shutdown or pedestrian traffic interruption shall be scheduled a minimum of 7 days in advance in advance with the Owner. B. The Contractor shall coordinate with Engineer/Owner to provide flyer to impacted residents. Flyers shall be distributed no less than 48 hours prior to performing the outage work. 1. All service outages associated with connections or tie ins shall be limited to eight (8) hours and scheduled with the Owner. C. Contractor is responsible for adequate advance notice of outages. Delay of work due to late or lack of notice shall be at the cost of the Contractor. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 31 19 PROJECT MEETINGS February 2024 01 31 19-1 Ditesco SECTION 01 31 19 – PROJECT MEETINGS PART 1 GENERAL 1.1 SECTION INCLUDES A. General requirements B. Preconstruction conference C. Schedule finalization meeting D. Progress meetings 1.2 RELATED SECTIONS A. Section 01 10 00—Summary of Work B. Section 01 32 16—Construction Project Schedules 1.3 GENERAL REQUIREMENTS A. Engineer will schedule and administer pre-construction meeting, schedule punchlist walk through, regularly scheduled progress meetings, and specially called meetings throughout the progress of the Work 1. Prepare agenda for meetings including items requested by Owner and Contractor. 2. Distribute written notice of each meeting to Owner and Contractor 4 days in advance of regularly scheduled meeting dates. 3. Contractor shall be required to attend specially called meetings as work progresses based on field observations, obtaining additional video footage or for other currently unidentified conditions/concerns of Engineer or Owner. 4. Preside at meetings 5. Record the minutes; include all significant proceedings and decisions 6. Distribute copies of minutes within 3 days after each meeting a. To all participants in the meetings b. To Owner c. Furnish copies of minutes to Contractor B. Owner may attend meetings. C. Representatives of contractors, subcontractors, and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents 1.4 PRECONSTRUCTION CONFERENCE A. Engineer will schedule a conference within 10 days after Effective Date of Agreement. B. Location: City of Fort Collins Utilities. Alternatively, Meetings may be held virtually at the discretion of the Owner and Engineer. C. Attendance 1. Owner's Representative 2. Engineer and professional consultants 3. Resident Project Representative TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 31 19 PROJECT MEETINGS February 2024 01 31 19-2 Ditesco 4. Contractor's Superintendent 5. Others as appropriate D. Agenda: 1. Execution of Owner - Contractor Agreement. 2. Submission of executed bonds and insurance certificates 3. Distribution of Contract Documents 4. Submission of list of subcontractors and suppliers, list of products, and progress schedule 5. Designation of personnel representing the parties in Contract and the Engineer 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, cost proposal requests, Change Orders and Contract closeout procedures. 7. Construction scheduling and updates. 8. Scheduling activities of other consultants. 9. Critical work sequencing. 10. Major material deliveries and priorities. 11. Procedures for maintaining Record Documents. 12. Use of premises a. Work and storage areas b. Owner's requirements 13. Construction facilities, controls and construction aids. 14. Temporary utilities provided by Owner. 15. All safety and first-aid procedures are responsibility of the Contractor. 16. Security and housekeeping procedures as required by the Owner. 17. Procedures for testing. 1.5 SCHEDULE PUNCH LIST WALK THROUGH A. Engineer will schedule at least 10 days before submission of the last Application for Payment B. Location: Field C. Attendance 1. Owner's representative 2. Engineer 3. Contractor 4. Others, as appropriate D. Suggested Agenda 1. Review of items remaining to be repaired or replaced prior to final acceptance and payment. 1.6 PROGRESS MEETINGS A. Engineer will schedule and administer meetings throughout progress of the Work at weekly intervals or other agreed upon timeframes. B. Location of the Meetings: Field or City of Fort Collins Utilities Office C. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes, and distribute copies within three days to Contractor, Owner, participants, and those affected by decisions made. D. Attendance 1. Owner's Representative TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 31 19 PROJECT MEETINGS February 2024 01 31 19-3 Ditesco 2. Engineer and professional consultants as needed 3. Resident Project Representative 4. Contractor's Superintendent 5. Others, as appropriate E. Agenda: 1. Review minutes of previous meetings 2. Review unresolved issues from last meeting 3. Review of Work progress; three week look-ahead schedule prepared by contractor 4. Field observations, problems, conflicts and decisions 5. Identification of problems which impede planned progress 6. Review of submittals schedule and status of submittals 7. Review of off-site fabrication and delivery schedules 8. Maintenance of progress schedule 9. Corrective measures to regain projected schedules 10. Planned progress during succeeding work period 11. Coordination of projected progress 12. Maintenance of quality and work standards 13. Effect of proposed changes on progress schedule and coordination 14. Other business relating to Work PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 32 16 CONSTRUCTION PROJECT SCHEDULES February 2024 01 32 16-1 Ditesco SECTION 01 32 16 – CONSTRUCTION PROJECT SCHEDULES PART 1 GENERAL 1.1 SECTION INCLUDES A. Requirements B. Format C. Content D. Progress Revisions E. Submittals F. Distribution 1.2 RELATED SECTION A. Section 01 10 00—Summary of Work B. Section 01 25 00—Measurement and Payment C. Section 01 31 19—Project Meetings D. Section 01 77 00—Close Out Procedures 1.3 REQUIREMENTS A. Within 10 days after Effective Date of Agreement, Contractor shall prepare and submit to Engineer estimated construction progress schedules for the Work, with sub schedules of related activities which are essential to its progress. B. Submit to Owner not less than 10 days prior to beginning Work, a “Detailed Work Plan” for each phase of the project. Detailed Work Plans shall include a Traffic Control Plan, Work Phasing plan, Barricade Plan and miscellaneous other improvements affecting the Fort Collins Utilities interests. Schedule review meeting with Owner. C. Submit revised progress schedules with each pay application. D. Owner may require Contractor to add to equipment, or construction forces, as well as increase the working hours, if operations fall behind schedule at any time during construction period. 1.4 FORMAT A. General schedule format: Conform to ©Primavera P6, Asta, or Microsoft Project critical path method (CPM) scheduling format or approved equal: 1. Base schedule on work days and regular working hours, Monday through Friday 7:00 A.M. to 6:00 P.M. No work shall be done between the hours of 6:00 p.m. and 7:00 a.m., or at any time on Saturday, Sunday or holidays, except with written permission of the City or in case of emergency. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 32 16 CONSTRUCTION PROJECT SCHEDULES February 2024 01 32 16-2 Ditesco 2. Minimum sheet size: 8 1/2" by 11" 3. Color format B. Row (Listings)—Show: 1. Project Title 2. Major areas of construction 3. Construction activities within major areas of construction 4. Provide a separate bar for each construction activity. Bars to be annotated with activity description 5. Critical path activities to be clearly identified by color and lines 6. List in chronological order by start date each major area of construction and then by each construction activity within its respective area of construction 7. Show project start date, finish date, data date, run date, and revision table 8. Contract milestone dates 9. Legend C. Column (Headings)—Show: 1. Activity ID: Define by number corresponding to major specification sections 2. Activity Description 3. Percent Complete 4. Original Duration 5. Remaining Duration 6. Total Float 7. Early Start 8. Early Finish 9. Time Scale: Identify first day of each week. Allow space for notations. 10. Data date line 11. Task successors 1.5 CONTENT A. Construction progress schedule—Show: 1. Complete sequence of construction by activity for full length of Contract time. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 32 16 CONSTRUCTION PROJECT SCHEDULES February 2024 01 32 16-3 Ditesco 2. Major areas of construction to include, at a minimum, each separate stage of Work B. Submittals schedule for shop drawings and product data—Show: 1. The dates for Contractor's submittals 2. The dates accepted submittals will be required from Engineer. Extensions of time for delays in submittal approval shall only be allowed as provided in Section 01 33 00. C. Products delivery schedule—Show delivery dates for: 1. All major material deliveries 1.6 PROGRESS REVISIONS A. Progress schedules are to be representative of actual construction progress and sequencing of activities. Schedules that do not accurately represent construction progress will be rejected. B. Indicate progress of each activity as of data date. C. Show changes occurring since previous submission of schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes D. Provide narrative report as needed to define: 1. Problem areas, anticipated delays, and impact on schedule 2. Corrective action recommended, and its effect 3. Effect on changes on schedules of other prime contractors 1.7 SUBMITTALS A. Submit initial schedules within 10 days after award of Contract: 1. Engineer will review schedules and return review copy within 10 days after receipt 2. If required, resubmit within 7 days after return of review copy B. Submit revised progress schedules with each Application for Payment. C. At each submission provide one electronic copy. 1.8 DISTRIBUTION A. Engineer will distribute electronic copies of accepted schedules to: 1. Owner TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 32 16 CONSTRUCTION PROJECT SCHEDULES February 2024 01 32 16-4 Ditesco 2. Resident Project Representative 3. Engineer's file 4. Contractor to be kept on file at job site B. Schedule recipients will report promptly to Engineer and Contractor, in writing, any problems anticipated by projections shown in schedules PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 33 00 SUBMITTAL PROCEDURES February 2024 01 33 00-1 Ditesco SECTION 01 33 00 – SUBMITTAL PROCEDURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Submission of all shop drawings and product data as required by the Contract Documents for all equipment and materials to be furnished under this contract unless specifically indicated otherwise 1.2 RELATED SECTIONS A. Section 01 32 16—Construction Project Schedules B. Section 01 45 00—Quality Control C. Section 01 77 00—Close Out Procedures 1.3 SUBMITTALS A. Shop Drawings—Drawings shall be presented in a clear and thorough manner: 1. Identify details by reference to sheet and detail shown on Contract Drawings 2. Scale and Measurements: Make drawings accurate to a scale with sufficient detail to show the kind, size, arrangement and function of component materials and devices 3. Minimum sheet size: 8-1/2" by 11" 4. Fabrication drawing size: 11" by 17" or 22" by 34" B. Product Data—Preparation: 1. Clearly mark each copy to identify pertinent products or models submitted for review 2. Catalog cut sheets: Cross-out or delete irrelevant data 3. Show performance characteristics and capacities C. "Certificate of Compliance": 1. Provided by manufacturer or supplier in lieu of submittal data required 2. Certifies that product data or item identified in certificate is in total compliance with Contract Document requirements 3. Specifically identifies project name and that there is no deviation from Contract Documents 4. Identify equipment by reference to equipment name and tag number 5. Identify limits of equipment, materials or work provided 6. Provide for specific product data or item only as indicated herein TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 33 00 SUBMITTAL PROCEDURES February 2024 01 33 00-2 Ditesco D. Construction Schedule: Designate in the construction schedule, or in a separate coordinated shop drawing schedule, the dates for submission and the dates that reviewed Shop Drawings and Product Data will be needed. 1.4 CONTRACTOR RESPONSIBILITIES A. Review shop drawings and product data prior to submission for accuracy and completeness of each submission. B. Approve and stamp each submission before submitting. C. Determine and verify: 1. Field measurements 2. Field construction criteria 3. Catalog numbers and similar data 4. Conformance with specifications D. Prior to each submission, carefully review and coordinate all aspects of each item being submitted E. Verify that each item and the submittal for it conform in all respects with specified requirements of the Work and of the Contract Documents with respect to means, methods, techniques, sequences, and operations of construction, and safety precautions and programs incidental thereto F. Make submissions promptly in accordance with Construction Schedule, and in such sequence as to cause no delay in the Work or in the work of any other Contractor G. Notify Engineer in writing, at time of submission, of any deviations in the submittals from Contract Document requirements: 1. Identify and tabulate all deviations in transmittal letter 2. Indicate essential details of all changes proposed, including modifications to other facilities that may be a result of the deviation 1.5 SUBMISSION REQUIREMENTS A. Make submissions far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmissions, and for placing orders and securing delivery B. In scheduling, allow a minimum of 14 calendar days for review by Engineer following receipt of submission in Engineer's office: 1. Time required to electronically submit not considered a part of the review period C. Consecutively number all submissions: 1. Assign a unique number to include all shop drawings, product data and other information required for individual specification sections TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 33 00 SUBMITTAL PROCEDURES February 2024 01 33 00-3 Ditesco 2. Each specification section may still have more than one submittal number for later submissions (i.e., Preliminary O&M Manuals, Final O&M Manuals, etc.) D. Number of Submittals Required: 1. Shop Drawings and Product Data: All submittal documentation will be provided, reviewed, and tracked electronically. The Contractor shall furnish PDF documents for Engineer’s review E. Accompany each submission with a letter of transmittal showing all information required for identification and checking. Submittals shall contain: 1. Submittal number 2. Date of submission and dates of any previous submissions 3. Project title and number 4. Owner Contract identification number if applicable 5. The names of a. Contractor b. Supplier c. Manufacturer 6. Identification of the product, with the specification section number 7. Field dimensions, clearly identified as such 8. Relation to adjacent or critical features of the Work or materials 9. Applicable standards, such as ASTM or Federal Specification numbers 10. Identification of deviations from Contract Documents 11. Identification of revisions on resubmissions 12. An 8" by 4" blank space for Contractor's and Engineer's stamps 13. Stamp cover sheet of each submittal as identified in letter of transmittal 14. Contractor's stamp: Initialed or signed, certifying review and approval 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 of Contract Documents. Use stamp to include wording similar to the following: TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 33 00 SUBMITTAL PROCEDURES February 2024 01 33 00-4 Ditesco This submittal has been reviewed by [name of contractor] and approved with respect to the means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incidental thereto. [Name of contractor] also warrants that this submittal complies with contract documents and comprises no deviations thereto: Section No: Submittal No: Date: by: F. Submittal Log: 1. Maintain an accurate submittal log for duration of the Work showing current status of all submissions 2. Show submittal number, section number, section title, submittal description dates and disposition of submittal 3. Engineer to create and track submittals using submittal log. G. Unless specified otherwise, make submissions in groups to facilitate efficient review and approval: 1. Include all associated items from individual specification sections to assure that all information is available for checking each item when it is received 2. Submit a complete initial submittal including all components when an item consists of components from several sources 3. Partial submittals may be rejected as not complying with provisions of the Contract 4. Do not include items from more than one specification section for any one submittal number H. Contractor may require subcontractors to provide drawings, setting diagrams and similar information to help coordinate the Work, but such data shall remain between Contractor and the subcontractors and will not be reviewed by Engineer unless specifically called for within the Contract Documents. 1.6 DISPOSITION OF SHOP DRAWINGS AND PRODUCT DATA A. All submittal documentation will be provided, reviewed, and tracked electronically. The Contractor shall furnish PDF documents for Engineer’s review. A final annotated electronic copy of the submittal will be returned to the Contractor and noted with review comments as stated in this Section. B. "Approved As Submitted": Approved with No Exceptions Noted. Distribution to: 1. Owner 2. Resident Project Representative TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 33 00 SUBMITTAL PROCEDURES February 2024 01 33 00-5 Ditesco 3. Engineer 4. Contractor 5. No corrections or comments noted on submittal or in transmittal letter 6. Issues or miscellaneous comments pertaining to other related items of the Work may be included in transmittal letter 7. Resubmission not required C. "Exceptions Noted": Approved with Corrections Noted. Distribution to: 1. Owner 2. Resident Project Representative 3. Engineer 4. Contractor 5. Comply with corrections or comments as noted on submittal and in transmittal letter 6. Resubmission not required D. "Revise And Resubmit": Incorrect or Specific Information Still Required. Distribution to: 1. Resident Project Representative 2. Engineer 3. Returned to Contractor for revision and re-submittal 4. Transmittal letter sent to Owner. An "Approved As Submitted" or "Exceptions Noted" submittal will be forwarded to Owner upon resubmission and review per above disposition requirements. 5. Submittal is either: incorrectly annotated; specific comments need to be addressed and incorporated in re-submittal; and/or additional information may be required as noted in transmittal letter. 6. Submitted information may not include or address specific item required per the specification as identified in transmittal letter. 7. Specific information related to identified item may be required for final approval of submittal. 8. Resubmission of entire submittal may be required or resubmission of specific item may be required as identified in transmittal letter. E. "Rejected": Returned for Correction. Distribution to: 1. Resident Project Representative 2. Engineer TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 33 00 SUBMITTAL PROCEDURES February 2024 01 33 00-6 Ditesco 3. Returned to Contractor 4. Transmittal letter sent to Owner 5. Contractor required to resubmit complete submittal package in accordance with Contract Documents 6. Submittal does not comply with provisions of Contract Documents as noted in transmittal letter 7. Resubmission required F. "Receipt Acknowledged": For Reference Purposes Only or for Record Copy. Distribution to: 1. Resident Project Representative 2. Engineer 3. Contractor 4. Detailed review and comment by Engineer not required 5. Resubmission not required 1.7 DISPOSITION OF SAMPLES A. "Approved As Submitted": Approved with No Exceptions Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Resubmission not required B. "Exceptions Noted": Approved with Corrections Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Work performed or products furnished to comply with exceptions noted in acknowledgment 6. Resubmission not required C. "Rejected": Returned for Correction TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 33 00 SUBMITTAL PROCEDURES February 2024 01 33 00-7 Ditesco 1. One sample retained in Engineer's file 2. Remaining samples sent to Contractor for re-submittal and compliance with the Contract Documents as noted in transmittal letter 3. Copy of transmittal letter sent to Owner 4. Resubmission required 1.8 RESUBMISSION REQUIREMENTS A. Make any corrections or changes in submittals required by Engineer and resubmit until approved B. Transmit each resubmission under new letter of transmittal. Use number of original submittal followed directly by “rev” and a number corresponding to the number of times a submittal is resubmitted (i.e., rev1, rev2, rev3, etc.) C. Shop Drawings and Product Data: 1. Revise initial drawings or data and resubmit as specified for the initial submittal 2. Indicate any changes which have been made other than those requested by Engineer 1.9 ENGINEER'S DUTIES A. Review submittals with reasonable promptness and in accord with approved submission schedule provided that each submittal has been called for by the Contract Documents and is stamped by Contractor as indicated above: 1. In the event that Engineer will require more than 14 calendar days to perform a submittal review as requested by Contractor, Engineer shall so notify Contractor or indicate so on the submission schedule. 2. No extensions of time are allowed due to Engineer’s delay in reviewing submittals unless all the following criteria are met: a. Engineer has failed to return submittal within 14 days of receipt of the submittal or receipt of said notice, whichever is later b. Contractor demonstrates that delay in progress of the Work was directly attributable to Engineer’s failure to return submittal within 14 days. 3. No extensions of time are allowed due to delays in progress of the Work caused by rejection and subsequent resubmission of data, including multiple resubmissions. B. Review drawings and data submitted only for general conformity with Contract Documents: 1. Engineer’s review of drawings and data returned marked “Approved As Submitted” or “Exceptions Noted” does not indicate a thorough review of all dimensions, quantities, and details of material, equipment device or items shown C. Assume that no shop drawing or related submittal comprises a deviation to the Contract Documents unless Contractor advises Engineer otherwise in writing which is acknowledged by Engineer in writing: TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 33 00 SUBMITTAL PROCEDURES February 2024 01 33 00-8 Ditesco 1. Consider and review only those deviations from the Contract Documents clearly identified as such in submittal and tabulated in the Letter of Transmittal. D. Return submittals to Contractor for distribution or for resubmission E. Transmit, unreviewed, to Contractor all copies of submittals received directly from suppliers, manufacturers and subcontractors F. Transmit, unreviewed, to Contractor all copies of submittals not called for by the Contract Documents or which have not been approved by Contractor G. Affix stamp and indicate approval for submittal or resubmission requirements with the following stamp:  Approved As Submitted  Exceptions Noted  Revise And Resubmit  Rejected This review was performed only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Modifications or comments made on the shop drawings and product data during this review do not relieve contractor from responsibility for compliance with the requirements of the plans and specifications. Approval of a specific item does not include approval of the assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of the work of all trades; and for performing all work in a safe and satisfactory manner. Ditesco, LLC Date By 1.10 SUBMITTAL SCHEDULE A. Unless indicated otherwise, provide all submittals required by individual sections of the Contract Documents to establish compliance with the specified requirements PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 45 00 QUALITY CONTROL February 2024 01 45 00-1 Ditesco SECTION 01 45 00 – QUALITY CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Quality assurance and control of installation B. Quality Management C. Inspection and testing laboratory services and qualifications D. Laboratory duties and limitations of authority of testing laboratory E. Contractor's responsibilities F. Field testing G. Testing and services schedule 1.2 RELATED SECTIONS A. Section 01 10 00—Summary of Work B. Section 01 33 00—Submittal Procedures 1.3 REFERENCES A. Conform to reference standard by date of issue current on date of Contract Documents B. Obtain copies of standards when required by Contract Documents C. Where specified reference standards conflict with Contract Documents, request clarification for Engineer before proceeding D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00. B. Provide copies of written reports for materials as scheduled at the end of this section. Reference each report by respective section number C. Laboratory test reports—Provide written reports of each test and inspection to Engineer. Each report shall include: 1. Date issued 2. Project title and number 3. Testing laboratory name, address and telephone number TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 45 00 QUALITY CONTROL February 2024 01 45 00-2 Ditesco 4. Name and signature of laboratory inspector 5. Date and time of sampling or inspection 6. Record of temperature and weather conditions 7. Date of test 8. Identification of product and specification section 9. Location of sample or test in the Project 10. Type of inspection or test 11. Results of tests and compliance with Contract Documents 12. Interpretation of test results when requested by Engineer D. Field test reports: Provide reports detailing results of the tests. Indicate compliance or non- compliance with Contract Documents. Identify corrective action for materials which fail to pass field tests 1.5 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship to produce Work of specified quality. B. Comply fully with manufacturer's instructions, including each step in sequence C. Should manufacturer's instructions conflict with Contract Documents, request clarification from Engineer before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship E. Certification of products: Respective sections of specifications F. Laboratory tests required and standards for testing: Respective sections of specifications 1.6 INSPECTION AND TESTING LABORATORY SERVICES A. Owner will employ and pay for the services of an independent testing laboratory to perform specified laboratory testing of materials where the technical specifications specifically obligate the Owner to provide the services: 1. Contractor shall cooperate with the laboratory to facilitate the execution of its required services 2. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the Contract B. Contractor shall employ and pay for the services of an independent testing laboratory to perform all specified services and testing not specifically identified in the technical specifications to be provided by Owner related to the design of mixes, products and equipment, to Engineer's review TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 45 00 QUALITY CONTROL February 2024 01 45 00-3 Ditesco of proposed materials and equipment before, during and after incorporation in the Work and to retest materials and equipment which fail original tests: 1. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the Contract C. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Engineer. 1.7 QUALIFICATION OF LABORATORY A. Perform all tests to determine compliance with Contract Documents by an independent commercial testing firm acceptable to Owner and Engineer. B. Testing firm’s laboratory: Staffed with experienced technicians, properly equipped and fully qualified to perform tests in accordance with specified standards 1.8 LABORATORY DUTIES A. Cooperate with Engineer and Contractor; provide qualified personnel after due notice B. Perform specified inspections, sampling, and testing of materials and methods of construction: 1. Comply with specified standards 2. Ascertain compliance of materials with requirements of Contract Documents C. Promptly notify Engineer and Contractor of observed irregularities or deficiencies of work or products 1.9 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter or enlarge on requirements of Contract Documents 2. Approve or accept any portion of the Work 3. Owner employed laboratory shall not perform any duties of the Contractor 1.10 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel and provide access to Work B. Secure and deliver to the laboratory adequate quantities of representative samples of materials proposed to be used and which require testing C. Provide to the laboratory the preliminary design mix proposed to be used for concrete, asphalt and other material mixes which require control by the testing laboratory D. Furnish copies of product test reports as required E. Furnish incidental labor and facilities: 1. To provide access to Work to be tested TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 45 00 QUALITY CONTROL February 2024 01 45 00-4 Ditesco 2. To obtain and handle samples at the project site or at the source of the product to be tested 3. To facilitate inspections and tests 4. For storage and curing of test samples F. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested: 1. Notify Engineer and independent firm 48 hours prior to expected time for operations requiring services to allow for scheduling of tests and laboratory assignment of personnel 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use 1.11 FIELD TESTING A. Contractor shall pay all costs associated with field testing of materials and equipment as required in respective sections of the specifications 1. Provide all required materials, labor, equipment, water, and power required for testing 2. Perform all tests in presence of Engineer or Owner and provide one copy of field test results to Engineer same day of tests B. Repair with no additional compensation all materials and equipment which fail during testing 1.12 TESTING AND SERVICES SCHEDULE A. Laboratory testing services shall be provided by Owner for, but shall not be limited to, the following: 1. Concrete Paving and Flatwork: Mix Design, Water/Cement Ratio, Slump, Volumetric Air Content, Compressive Strength, Admixtures: 2. Earthwork and Trenching: Gradations, Sieve Analysis, Proctors with Optimum Moisture Content (for imported materials) 3. Asphalt Paving: Coarse and fine aggregate from each material source and each required grading, asphalt cement for each penetration grade, job-mix design mixtures for each material or grade, uncompacted asphalt concrete mix, compacted asphalt concrete mix, density and void analysis. 1.13 FIELD TESTING A. Field testing that shall be provided for by the Owner shall be limited to the following: 1. Concrete Paving and Flatwork: Slump, Volumetric Air Content, Compressive Strength (field material testing at time of placement) 2. Earthwork and Trenching: Compaction, Moisture Content, Proctors, Gradations (field material testing for existing materials on site and imported materials) 3. Asphalt Paving: Temperature, compacted asphalt density and void content; asphalt content. (Field material testing at time of placement) TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 45 00 QUALITY CONTROL February 2024 01 45 00-5 Ditesco Test Description Item Description Testing Frequency Asphalt Field Density Asphalt 1 per 600 SY Asphalt Content/Gradation Asphalt 1 per 500 ton Air, Temp, Slump Concrete 1/ 75CY or Daily Cylinder Sets (5 cyl each)Concrete 1/ 75CY or Daily Proctor Aggregate Base Course 1 per 1200 SY Gradation Aggregate Base Course 1 per 1200 SY Proctor Onsite Material 1 per 1200 SY Gradation Onsite Material 1 per 1200 SY Field Density Trench Backfill 1 per 200 LF, per 18” vertical lift Field Density Subgrade-beneath paved areas 1 per 500LF per lane Field Density Aggregate Base Course 1 per 1000CY *The testing summary table above outlines the testing by the Owner under the base scope of work. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 52 00 TEMPORARY CONSTRUCTION FACILITIES February 2024 01 52 00-1 Ditesco SECTION 01 52 00 – TEMPORARY CONSTRUCTION FACILITIES PART 1 GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heating, ventilating, telephone service, water and sanitary facilities B. Construction Facilities: Access roads, parking, progress cleaning, project signage, storage and temporary buildings 1.2 GENERAL REQUIREMENTS A. Furnish, install and maintain all temporary utilities to assure continuous service except as allowed herein, and remove on completion of Work. Modify and extend systems as work progress requires. B. Furnish, install and maintain all construction aids required for the Work, except as allowed herein, and remove on completion of the Work. C. Furnish, install and maintain fences and barriers as required for protection of the public, property and the Work. D. Contractor shall limit use of existing roadways and parking lots to only that which are required for completion of Work within this Contract. E. Clean and repair damage caused by temporary installations or use of temporary facilities. 1.3 QUALITY ASSURANCE A. Requirements of Regulatory Agencies 1. Comply with applicable Federal and State rules and regulations, local codes and ordinances. 2. Comply with utility company requirements. 3. Comply with ditch company requirements. 1.4 TEMPORARY ELECTRICITY A. Contractor shall arrange for and pay all costs associated with power service as required for completion of Work and pay all costs for energy used. 1.5 TEMPORARY LIGHTING A. Provide and maintain incandescent lighting for construction operations. B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. C. Maintain lighting and provide routine repairs. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 52 00 TEMPORARY CONSTRUCTION FACILITIES February 2024 01 52 00-2 Ditesco 1.6 TEMPORARY HEATING A. Provide and pay for all temporary heat as required to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions of the installation of materials and to protect materials and finishes from damage due to temperature or humidity. B. Portable heaters shall be standard approved units complete with controls. C. Pay all costs of installation, maintenance, operation and removal and for fuel consumed. D. Maintain minimum ambient temperature of 50ºF in areas where construction is in progress, unless indicated otherwise in specifications. E. Provide temporary heating for all subcontractors as required. 1.7 TEMPORARY VENTILATING A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases B. Provide and pay for temporary ventilation equipment as required to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions for the installation of materials and to protect materials and finishes from damage due to temp or humidity. C. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases. D. Portable ventilators shall be standard approved units complete with controls. E. Pay all costs of installation, maintenance, operation and removal and for power consumed. 1.8 TELEPHONE SERVICE A. Provide, maintain and pay for all telephone service as required for completion of Work. 1.9 TEMPORARY WATER SERVICE A. Contractor shall be required to coordinate with the City of Fort Collins for all water needs. Potable water sources at fire hydrants may be available for use with acceptable back-flow prevention devices. B. Provide all drinking water required by construction personnel. Pay all costs. 1.10 TEMPORARY SANITARY FACILITIES A. Contractor shall provide sanitary facilities for the project. 1.11 WATER CONTROL A. Maintain excavations free of water. Provide, operate, and maintain pumping equipment B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 52 00 TEMPORARY CONSTRUCTION FACILITIES February 2024 01 52 00-3 Ditesco 1.12 EROSION AND SEDIMENT CONTROL A. Install sediment control/silt fencing at site perimeter where necessary to prevent erosion and sedimentation from occurring off site. B. During and after site grading, maintain a roughened surface on all disturbed areas to minimize erosion potential. C. Construct temporary drainage swells with staked straw bale barriers to control drainage patterns and minimize erosion. D. Provide gravel & wire or staked hay bale sediment traps at culvert inlets to prevent siltation. 1.13 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection as required to protect Owners facilities as required or where specified in individual specification Sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D. Protect finished driving surfaces, floors, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic from landscaped or sodded areas. 1.14 SECURITY A. Provide security and facilities to protect Work from unauthorized entry, vandalism, or theft. 1.15 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from remote spaces prior to enclosing the space. C. Remove waste materials, debris, and rubbish from site not less than weekly and dispose off-site in accordance with local and state regulations PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 55 26 TRAFFIC CONTROL February 2024 01 55 26-1 Ditesco SECTION 01 55 26 – TRAFFIC CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. General Requirements B. Regulatory Requirements C. Construction Parking Control D. Flagmen E. Flares and Lights F. Haul Routes G. Roadway Usage Between Operations H. Traffic Signs and Signals I. Barricades J. Barriers K. Removal 1.2 RELATED SECTIONS A. Section 01 10 00—Summary of Work B. Section 01 52 00—Temporary Construction Facilities 1.3 GENERAL REQUIREMENTS A. Unless otherwise authorized, keep at least one lane of traffic open at all times. B. When work is not in progress, keep all traffic lanes open. C. All traffic lanes shall be open during hours of darkness, weekends, and holidays 1.4 REGULATORY REQUIREMENTS A. Conformance: "Manual on Uniform Traffic Control Devices," U.S. Department of Transportation, or applicable statutory requirements of authority having jurisdiction. B. Operations on or about traffic areas and provisions for regulating traffic will be subject to the regulations of City of Fort Collins Traffic Operations. The Contractor shall submit a Method of Handling Traffic (MHT) prepared by a certified Traffic Control Supervisor (TCS) to City of Fort Collins Traffic Operations for approval prior to proceeding with any phases of the work. 1.5 CONSTRUCTION WORKERS PARKING TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 55 26 TRAFFIC CONTROL February 2024 01 55 26-2 Ditesco A. Contractor’s worker vehicles are limited to two in staging zones. These vehicles shall be marked as belonging to the Contractor. All of contractor’s workers shall park off-site. 1.6 CONSTRUCTION PARKING CONTROL A. Contractor is responsible to control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations. Contractor shall be responsible for any and all parking tickets received due to construction operations unless they are issued inside the Contractor’s work zone or designated staging area. 1.7 FLAGMEN A. Provide trained and equipped flagmen to regulate traffic when construction operations or traffic encroach on parking or traffic lanes. 1.8 FLARES AND LIGHTS A. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 1.9 HAUL ROUTES A. Coordinate with City of Fort Collins Traffic Operations to establish public thoroughfares to be used for haul routes and site access. B. Confine construction traffic to designated haul routes. C. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference with public traffic. 1.10 ROADWAY USAGE BETWEEN OPERATIONS A. At all times when work is not actually in progress, make open, passable, and maintain to traffic such portions of the Project and temporary roadways or portions thereof as may be agreed upon between Contractor and City of Fort Collins Traffic Operations. 1.11 TRAFFIC SIGNS AND SIGNALS A. At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. B. Install and operate traffic control signals to direct and maintain orderly flow of traffic in areas under Contractor's control, and areas affected by Contractor's operations. C. Relocate as Work progresses, to maintain effective traffic control. D. Protect all roadways by effective barricades on which are placed warning signs. 1.12 BARRICADES A. Contractor shall completely enclose operations with barricades at all times when site is encumbered by open trenches, other excavations or other obstructions. B. Barricades shall be a minimum of six (6) feet high chain link fence weighted or adequately secured at the base as to prevent easy removal or relocation. Barricades shall only allow one ingress/egress gate. Contractor shall be responsible for monitoring of the gate to prevent access TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 55 26 TRAFFIC CONTROL February 2024 01 55 26-3 Ditesco into the area of operations. Equip gates with locks. Barricade locations shall include open or displaced manhole covers/locations to protect pedestrian and bicycle traffic. C. Provide additional fencing as required to protect stored materials and products and to insure public safety. D. Provide Owner two (2) keys to lock(s). E. Contractor shall be responsible for depicting location of barricades as defined in Section 01 52 00 – Temporary Construction Facilities. This shall be further required under Section 01 33 00 when submitting “Detailed Work Plans”. F. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. 1.13 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide suitable barriers as required for public protection. C. Protect non-owned vehicular traffic, stored materials, site and structures from damage. D. Install facilities of a neat and reasonable uniform appearance, structurally adequate for the required purposes. E. Contractor shall be responsible for depicting location of barricades as defined in Section 01 52 00 – Temporary Construction Facilities. F. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. G. Relocate barriers as required by progress of construction. H. Completely remove barriers, including foundations, when construction has progressed to the point that they are no longer needed. I. Clean and repair damage caused by installation, fill and grade the areas of the site to required elevations and slopes and clean the area. 1.14 REMOVAL A. Remove equipment and devices when no longer required B. Repair damage caused by installation C. Remove post settings to a depth of 2 feet PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 55 26 TRAFFIC CONTROL February 2024 01 55 26-4 Ditesco END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 74 00 CLEANING February 2024 01 74 00-1 Ditesco SECTION 01 74 00 – CLEANING PART 1 GENERAL 1.1 SECTION INCLUDES A. General work area conditions during construction B. Exterior (site) cleaning 1.2 RELATED SECTIONS A. Division 1—General Requirements B. Cleaning of certain parts of the work described in various sections of the specifications PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 GENERAL WORK AREAS DURING CONSTRUCTION A. Maintain premises free from accumulations of waste and debris caused by work on this project. B. Prevent dust nuisance attributable to this work. C. Dispose of degradable and non-degradable debris at an approved solid waste disposal site or in an alternate manner approved by Engineer and regulatory agencies. D. Repair, patch, and touch-up marred surfaces to specified finish to match adjacent surfaces. E. On completion of work, leave area in a clean, natural looking condition. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 3.2 EXTERIOR (SITE) CLEANING A. Cleaning During Construction: 1. Construction debris: a. Confine in strategically located container(s) covered to prevent blowing by wind b. Remove from work area to container daily c. Haul from site once a week (minimum) 2. Remove soils, sand, and gravel deposited on paved areas and walks daily or more often as required to prevent muddy or dusty conditions. a. Do not flush into storm sewer system TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 74 00 CLEANING February 2024 01 74 00-2 Ditesco 3. Comply with stormwater general permit requirements, and monitor and employ best management practices (BMPs). B. Final Cleaning: 1. Remove trash and debris containers from site: a. Re-sod areas disturbed by location of trash and debris containers 2. Broom clean paved surfaces 3. Rake clean other surfaces of grounds 4. Demobilize all temporary sanitary facilities 3.3 FIELD QUALITY CONTROL A. During substantial completion walk through or prior to start-up, conduct an inspection with Engineer to verify acceptable condition of all work areas. END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 77 00 CLOSE OUT PROCEDURES February 2024 01 77 00-1 Ditesco SECTION 01 77 00 – CLOSE OUT PROCEDURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Closeout procedures B. Final cleaning C. Contractor's closeout submittals D. Project record documents 1.2 RELATED SECTIONS A. Construction Contract B. Section 01 78 23 – Project Record Documents 1.3 CLOSEOUT PROCEDURES A. Comply with requirements stated in Conditions of the Contract and in specifications for administrative procedures in closing out the Work. B. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Engineer's inspection. C. Provide submittals to Engineer/Owner that are required by governing or other authorities. D. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.4 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean site; sweep paved areas, rake clean landscaped surfaces. C. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.5 CONTRACTOR'S CLOSEOUT SUBMITTALS A. Project record documents B. Evidence of payment and waiver of claims: As specified in the Construction Contract. C. Final inspection reports by all regulatory agencies demonstrating the agencies' final approval. D. At Contract close-out, deliver Record Documents to Engineer for the Owner. E. Accompany submittal with transmittal letter in duplicate, containing: TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 77 00 CLOSE OUT PROCEDURES February 2024 01 77 00-2 Ditesco 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each Record Document 5. Signature of Contractor or authorized representative 1.6 PROJECT RECORD DOCUMENTS A. Provide project record documents under provisions of Section 01 78 23. B. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings 2. Specifications 3. Addenda 4. Change Orders and other Modifications to the Contract 5. Reviewed shop drawings, product data, and samples 6. Field test reports 7. Construction photographs C. Store Record Documents and samples separate from documents used for construction. D. Record information concurrent with construction progress 1. Do not conceal any work until required information is recorded 2. Legibly mark to record actual construction E. Specifications and Addenda—Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name, product model, number, trade name and supplies 2. Product substitutions or alternates utilized 3. Changes made by Addenda, field order or change order F. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 77 00 CLOSE OUT PROCEDURES February 2024 01 77 00-3 Ditesco 3. Field changes of dimension and detail 4. Details not on original Contract Drawings 5. Changes made by Field Order or by Change Order G. Submit documents to Engineer with claim for final Application for Payment. H. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes I. Make documents and samples available at all times for inspection by Engineer. J. Label each document "Project Record" in neat, large printed letters. 1.7 DELIVERY TO OWNER A. At or prior to the time of the inspection for substantial completion, deliver all required items to Engineer. 1. Contractor and representatives of Owner and Engineer shall inspect and inventory all items delivered. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 78 23 PROJECT RECORD DOCUMENTS February 2024 01 78 23-1 Ditesco SECTION 01 78 23 – PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Maintenance of record documents. Throughout progress of Work, maintain an accurate record of changes in the Contract Documents and detailed documentation of location of subsurface utilities and, upon completion of Work, transfer recorded changes to set of Record Documents. 1.2 SUBMITTALS A. Comply with pertinent provisions under Section 01 33 00. B. Engineer's acceptance of the current status of Project Record Documents will be a prerequisite to Engineer's recommendation for payment of progress payments and final payment under the Contract. C. Prior to submitting each request for progress payment, secure Engineer's acceptance of the current status of the Project Record Documents. D. Prior to submitting request for final payment, submit the final Project Record Documents to Engineer for acceptance. 1.3 QUALITY ASSURANCE A. Delegate the responsibility for maintenance of Record Documents to one person on Contractor's staff acceptable to Engineer. B. Accuracy of records: 1. Thoroughly coordinate changes within Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future searches for items shown in the Contract Documents may rely reasonably on information obtained from accepted Project Record Documents. C. Make entries within 24 hours after receipt of information that the change has occurred. 1.4 DELIVERY, STORAGE, AND HANDLING A. Maintain job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. B. In the event of loss of recorded data, use means necessary to again secure the data for Engineer's acceptance. 1. Such means shall include, if necessary in the opinion of Engineer, removal and replacement of concealing materials. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 78 23 PROJECT RECORD DOCUMENTS February 2024 01 78 23-2 Ditesco 2. In such case, provide replacement to the standards originally required by the Contract Documents. PART 2 PRODUCTS 2.1 RECORD DOCUMENTS A. Job set: Promptly following receipt of Owner's Notice to Proceed, secure from Engineer at no charge to Contractor one complete set of all Documents comprising the Contract. B. Final Record Documents: At a time nearing the completion of the Work, secure from Engineer at no charge to Contractor one complete set of prints of all Drawings in the Contract. PART 3 EXECUTION 3.1 MAINTENANCE OF JOB SET A. Immediately upon receipt of job set, identify each of the Documents with the title, "RECORD DOCUMENTS—JOB SET" B. Preservation: 1. Devise a suitable method acceptable to Engineer for protecting job set, considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed. 2. Do not use job set for any purpose except entry of new data and for review by Engineer, until start of transfer of data to final Project Record Documents. 3. Maintain job set at the site of Work. C. Making entries on Drawings: 1. Using an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. 2. Alternatively, make the change electronically, utilizing a PDF software, with red markings. 3. Date all entries. 4. Call attention to the entry by a "cloud" drawn around the area or areas affected 5. In the event of overlapping changes, use different colors for the overlapping changes. D. Make entries in pertinent other Documents accepted by Engineer 1. Show on the job set of Record Drawings, by dimension accurate to within one inch, the centerline of each run of items described above. a. Clearly identify the item by accurate note such as "cast iron drain," "galv. water," and the like. b. Show, by symbol or note, the vertical location of the item ("under slab," "exposed," and the like). TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 01 78 23 PROJECT RECORD DOCUMENTS February 2024 01 78 23-3 Ditesco c. Make all identifications so descriptive that it may be related reliably to the Specifications. 3.2 FINAL PROJECT RECORD DOCUMENTS A. The purpose of final Project Record Documents is to provide factual information regarding all aspects of Work, both concealed and visible, to enable future modification of Work to proceed without lengthy and expensive site measurement, investigation, and examination. B. Acceptance of recorded data prior to transfer: 1. Following receipt of print copies for Final Record Documents, and prior to start of transfer of recorded data thereto, secure Engineer's acceptance of all recorded data. 2. Make required revisions. C. Transfer of data to Drawings: 1. Carefully transfer change data shown on job set of Record Drawings to the corresponding prints, coordinating the changes as required 2. Clearly indicate at each affected detail and other Drawing, a full description of changes made during construction, and the actual location of items to be located. 3. Call attention to each entry by drawing a "cloud" around the area or areas affected. 4. Make changes neatly, consistently, and with the proper media to assure longevity and legibility. D. Transfer of data to other Documents: 1. If Documents other than Drawings have been kept clean during progress of Work, and if entries thereon have been orderly and acceptable to Engineer, the job set of those Documents other than Drawings will be accepted as final Record Documents. 2. If any such Document is not acceptable to Engineer, secure a new copy of that Document from the Engineer at Engineer's usual charge for reproduction and handling, and carefully transfer the changed data to the new copy for acceptance by Engineer. E. Review and submittal: 1. Submit completed set of Project Record Documents to Engineer as described above and under provisions of Section 01 33 00. 2. Participate in review meetings as required. 3. Make required changes and promptly deliver final Project Record Documents to Engineer. 3.3 CHANGES SUBSEQUENT TO ACCEPTANCE A. Contractor has no responsibility for recording changes in Work subsequent to Final Completion, except for changes resulting from Warranty work. END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 02 – EXISTING CONDITIONS COLLECTION SYSTEM REPLACEMENT PROJECT 02 41 00 DEMOLITION February 2024 02 41 00-1 Ditesco SECTION 02 41 00 – DEMOLITION PART 1 GENERAL 1.1 SECTION INCLUDES A. Demolition and removal of pipelines, concrete and asphaltic paving, sidewalk, curb and gutter and other work as required herein for a complete and functional project as indicated on the drawings and as specified in this section. 1.2 RELATED SECTIONS A. Section 01 52 00—Temporary Construction Facilities B. Section 31 23 13—Earthwork and Trenching 1.3 SUBMITTALS A. Submit under provisions of Section 01 33 00. B. Shop Drawings: Indicate demolition, removal sequence, and location of salvageable items. 1.4 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01 77 00 B. Accurately record actual locations of subsurface obstructions. 1.5 REGULATORY REQUIREMENTS A. Conform to applicable State and local codes for demolition of structures, safety of adjacent structures, dust control, and disposal. B. Obtain required permits from authorities. C. Notify affected utility companies before starting work and comply with their requirements. D. Do not close or obstruct roadways, sidewalks, or hydrants without written permission from Owner. E. Conform to applicable regulatory procedures when discovering hazardous or contaminated materials. 1.6 SEQUENCING A. Sequence work under the provisions of Section 01 10 00. 1.7 SCHEDULING A. Schedule work under the provisions of Sections 01 10 00 and 01 32 16. B. Provide detailed descriptions for demolition and removal procedures. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 02 – EXISTING CONDITIONS COLLECTION SYSTEM REPLACEMENT PROJECT 02 41 00 DEMOLITION February 2024 02 41 00-2 Ditesco C. Contractor shall verify operation of bypass pumping equipment for a period of 24 hours prior to start of any removal work which could impact the sanitary sewer system. 1.8 CUTTING AND PATCHING A. Contractor shall be responsible for all cutting, fitting, and patching, including attendant excavation and backfill, required to complete the Work or to: 1. Make its several parts fit together properly 2. Uncover portions of the Work to provide for installation of ill-timed work 3. Remove and replace defective work 4. Remove and replace work not conforming to requirements of Contract Documents 5. Remove samples of installed work as specified for testing B. Provide products as specified or as required to complete cutting and patching operations. C. Inspection: 1. Inspect existing conditions of the Project, including elements subject to damage or to movement during cutting and patching. 2. After uncovering work, inspect the conditions affecting the installation of products, or performance of the work. 3. Report unsatisfactory or questionable conditions to the Engineer in writing; do not proceed with the work until the Engineer has provided further instructions. D. Preparation: 1. Provide adequate temporary support as necessary to assure the structural value of integrity of the affected portion of the Work. 2. Provide devices and methods to protect other portions of the Project from damage. 3. Provide protection from the elements for that portion of the Project which may be exposed by cutting and patching work, and maintain excavations free from water. 4. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. 5. Restore work which has been cut or removed; install new products to provide completed Work in accord with requirements of Contract Documents. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 INSPECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 02 – EXISTING CONDITIONS COLLECTION SYSTEM REPLACEMENT PROJECT 02 41 00 DEMOLITION February 2024 02 41 00-3 Ditesco A. Verify areas to be demolished are unoccupied and discontinued in use. B. Do not commence work until conditions are acceptable to Engineer. 3.2 PREPARATION A. Provide, erect, and maintain temporary barriers, enclosures, security fences and shoring at demolition locations in accordance with Section 01 55 26 to protect personnel and the general public. B. Protect existing structures and electrical service which are not to be demolished. C. Provide temporary wiring and connections to maintain existing telephone, electrical, instrumentation and control systems in service during construction. D. Protect trees and plants from damage. Erect temporary tree enclosures (fence) as necessary to limit equipment contact with branches or trunks. E. Mark location of existing utilities. 3.3 GENERAL REQUIREMENTS A. Coordinate all City of Fort Collins work with City of Fort Collins Engineering and Traffic Operations staff for inspection of the work. B. Prior to removal or relocation of any City of Fort Collins traffic signage of any type, the Contractor shall notify the City of Fort Collins Traffic Operations Department of the number type and location of the signs being removed. C. Conduct demolition to minimize interference with adjacent structures. D. Conduct operations with minimum interference to Owner access. Maintain protected egress and access at all times. E. Sprinkle Work with water to minimize dust where applicable. Provide hoses and water connections for this purpose. F. Do not use water to extent causing flooding, contaminated runoff, or icing. G. Break concrete and masonry into sections less than 3 feet in any dimension. H. Repair damage to adjacent structures. I. Protect walls or adjacent structures exposed to demolition work. 3.4 DISPOSAL A. Remove demolition debris daily. B. Do not store or burn materials on-site. C. Transport demolition debris to disposal area. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 02 – EXISTING CONDITIONS COLLECTION SYSTEM REPLACEMENT PROJECT 02 41 00 DEMOLITION February 2024 02 41 00-4 Ditesco 3.5 SITE DEMOLITION A. Disconnect, remove, cap and identify designated utilities within demolition area. B. Remove asphalt paving, curb, gutter, sidewalk and other concrete slabs to facilitate construction. C. Backfill areas excavated caused as a result of demolition, in accordance with Section 31 23 13. D. Rough grade and compact areas affected by demolition to maintain existing site grades and contours. E. Remove demolished materials from site. F. Do not burn or bury materials on site. Leave site in clean condition. END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-1 Ditesco SECTION 03 30 00 – CONCRETE PAVING AND FLATWORK 1.1 GENERAL A. Section includes forming, jointing, placing and curing of concrete pavements, curbs, gutters, sidewalks, ramps, aprons, valley gutter and cross-pans for parking areas, access roads, concrete paving, and pedestrian traffic. 1.2 RELATED SECTIONS A. Section 31 23 13—Earthwork and Trenching 1.3 REFERENCES A. ACI 214—Recommended Practice for Evaluating Compression Test Results of Field Concrete B. ACI 301—Specifications for Structural Concrete for buildings C. ACI 304—Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete D. ACI 305/305R—Hot Weather Concreting E. ACI 306/306R—Cold Weather Concreting F. ACI 308—Standard Practice for Curing Concrete G. ASTM A82—Cold Drawn Steel Wire for Concrete Reinforcement H. ASTM A185—Welded Steel Wire Fabric for Concrete Reinforcement I. ASTM A497—Welded Deformed Steel Wire Fabric for Concrete Reinforcement J. ASTM A615—Deformed and Plain Billet-Steel for Concrete Reinforcement K. ASTM C31—Making and Curing Concrete Test Specimens in the Field L. ASTM C33—Concrete Aggregates M. ASTM C39—Test Method for Compressive Strength of Cylindrical Concrete Specimens N. ASTM C94—Ready Mix Concrete O. ASTM C143—Test Method of Slump of Hydraulic Cement Concrete P. ASTM C150—Portland Cement Q. ASTM C260—Air-Entraining Admixtures for Concrete R. ASTM C309—Liquid Membrane-Forming Compounds for Curing Concrete S. ASTM C494—Chemical Admixtures for Concrete TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-2 Ditesco T. ASTM C618—Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete U. ASTM D994—Preformed Expansion Joint Filler for Concrete (Bituminous Type) V. ASTM D1190—Concrete Joint Sealer, Hot-Poured Elastic Type W. ASTM D1751—Preformed Expansion Joint Fillers for concrete Paving and Structural Construction X. ASTM D1752—Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction 1.4 SUBMITTALS A. Provide under provisions of Section 01 33 00 B. Product Data: Provide sufficient information on mix design and products specified to verify compliance with specifications. Provide data on joint filler admixtures and curing compounds under provisions of this section. 1. Existing data on proposed design mixes, certified and complete 2. Submit reports of field quality control testing 1.5 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain cementitious materials and aggregate from same source for all work. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle materials in accordance with ACI recommendations. B. Reinforcing steel: Store on supports which will keep it from contact with the ground and cover. C. Rubber and plastic materials: Store in a cool place, do not expose to direct sunlight. D. Prepare a delivery ticket for each load of ready-mixed concrete. Owner reserves the right to request batch weight tickets for each load. E. Truck operator shall hand ticket to Engineer at the time of delivery with ticket to show: 1. Quantity delivered 2. Actual quantity of each material in batch 3. Outdoor temp in the shade 4. Time at which cement was added 5. Numerical sequence of the delivery TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-3 Ditesco 6. Quantity of water that can be added in the field based on mix design 7. Free moisture in fine and coarse aggregate in percent by weight 8. Temperature of batch 1.7 REGULATORY REQUIREMENTS A. Conform to applicable Larimer County Urban Area Street Standards and Colorado Department of Transportation standards for concrete work. 1.8 ENVIRONMENTAL REQUIREMENTS A. Do not place concrete when subgrade or subbase surface temperature is less than 40 degrees F, or surface is wet or frozen. B. Protect concrete from rapid loss of moisture during hot weather placement. PART 2 PRODUCTS 2.1 FORM MATERIALS A. Form Materials: Capable of supporting loads imposed by construction equipment, straight and free from warp. Clean and strong enough to resist pressure of concrete when placed. B. Joint filler: ASTM D1751 or D1752 type; 3/4 inch thick unless indicated otherwise. 2.2 REINFORCEMENT A. Reinforcing Steel and Wire Fabric: In accordance with ACI 301. B. Dowels: ASTM A615; 40 ksi yield grade, plain steel, unfinished finish. 2.3 CONCRETE MATERIALS A. Provide concrete materials under applicable Larimer County Urban Area Street Standards and Colorado Department of Transportation standards for concrete work. 2.4 ACCESSORIES A. Curing Compound: ASTM C309, AASHTO M-148, white pigmented liquid membrane. B. Joint Sealers: Sikaflex self-leveling, non-sag or approved equal C. Sheet Materials: AASHTO M171, 4 mil 2.5 MIX A. Flatwork 1. Conform to CDOT Class D. 2. Maximum Aggregate Size: 3/4" TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-4 Ditesco 3. Cement: 615 pounds minimum per cubic yard of concrete. 4. Water/Cementitious Material (Cement and Fly Ash) Ratio Less than or equal to 0.44. 5. Slump: 4 inch maximum: a. May be increased to 5 inches for hand work, acceptable to Engineer b. As low as possible consistent with proper handling and thorough compaction 6. Volumetric Air Content: 5-8% 7. Vary air content with maximum size aggregate, ASTMC94, Table 3 8. Strength: Compressive strength as determined by ASTM C39, 4,500 psi minimum at 28 days. B. Concrete Slip Form Paving (PCCP) 1. Conform to CDOT Class P. 2. Conform to Section 412 and 601 of the CDOT Standard Specifications; 2017 or latest edition. 3. Provide surface tining or heavy broom as approved by Engineer. 4. Provide dowel and tie rod installation according to jointing plans. C. Consistency: Uniform slump, suitable for the placement conditions with aggregate floating uniformly throughout the concrete mass, flowing sluggishly when vibrated or spaded. D. Adjust mix as required to meet specifications. E. Contractor may substitute fly ash for up to 15 percent of cement at a ratio of the specific gravity of cement divided by specific gravity of fly ash. F. Calcium chlorides are not permitted 2.6 SOURCE QUALITY CONTROL AND TESTS A. Provide under provisions of Section 01 45 00. B. Submit proposed mix design to Engineer for review prior to commencement of work. C. Tests on cement and aggregates will be performed to ensure conformance with specified requirements. D. Test samples in accordance with ACI 301. PART 3 EXECUTION 3.1 EXAMINATION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-5 Ditesco A. Verify compacted subgrade is acceptable and ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. 3.2 SUBGRADE A. Prepare subgrade in accordance with Section 31 23 13. B. Check for soft spots by proof-rolling or other means prior to setting forms. Remove soft yielding material and replace. Compact to specifications under provisions of Section 31 23 13. C. Check crown and/or elevation of subgrade to assure specified thickness. Compact to specification additional material used to bring to correct elevation. Remove excess material where subgrade is too high. D. Clean subgrade of all loose materials before placement of concrete. Do not disturb area inside forms after fine grading is complete. 3.3 PREPARATION A. Moisten subgrade to depth of 8 inches at optimal moisture not more than 12 hours prior to placement to minimize absorption of water from fresh concrete. B. Coat surfaces of manhole and catch basin frames with oil or bond breaker to prevent bond with concrete pavement for concrete collars. C. Notify Engineer minimum 24 hours prior to commencement of concreting operations. 3.4 FRAME ADJUSTMENT A. Set frames of structures in full grout bed to provide proper bearing. Set to final grade. B. Form construction joints and blockouts as indicated on drawings. 3.5 FORMING A. Place and secure forms to correct location, dimension, profile, and gradient. B. Join neatly and mechanically tamp to assure firm placement. Assemble formwork to permit easy stripping and dismantling without damaging concrete. C. Oil forms prior to concrete placement. D. Place joint filler vertical in position, in straight lines. Secure to formwork during concrete placement. E. Set dowels, expansion joints, preformed construction joints and header boards as specified or indicated on the drawings F. Backfill behind forms as required to prevent water from entering subgrade 3.6 REINFORCEMENT TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-6 Ditesco A. Place reinforcement at mid-height of slabs-on-grade or as shown in standard specifications B. Hold all tie and marginal dowels in proper position by sufficient supports or pins C. Mechanically install dowels or place on supports if center longitudinal joint is sawed in lieu of placing plastic strip D. Interrupt reinforcement at expansion joints E. Place dowels to achieve pavement and curb alignment as detailed F. Provide doweled joints inch at interruptions of concrete with one end of dowel set in capped sleeve to allow longitudinal movement G. Grease dowels on one side of joints with caps on greased end H. Install all reinforcing, tie rods or dowels in accordance with the plans. 3.7 TRANSPORTING MIXED CONCRETE A. Transporting of mixed concrete shall conform to ACI 305R B. Do not exceed manufacturer's guaranteed capacity of truck agitators. Maintain the mixed concrete in a thoroughly mixed and uniform mass during hauling C. Do not incorporate additional mixing water into the concrete during hauling or after arrival at the delivery point, unless ordered by the Engineer. If additional water is to be incorporated into the concrete, revolve the drum not less than 30 revolutions at mixing speed after the water is added and before placing concrete D. Furnish a water measuring device in good working condition, mounted on each transit mix truck, for measuring the water added to the mix on the site by the Engineer E. Provide delivery ticket and comply with delivery requirements of this section 3.8 PLACING CONCRETE A. Place concrete in accordance with ACI 301 B. Lightly moisten subgrade or base course immediately before placing concrete C. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement D. Deposit concrete near final position. Minimize segregation and damage to subgrade E. Place concrete continuously over the full width of the panel and between predetermined construction joints. Spread mechanically to prevent segregation and separation of materials F. Consolidate concrete with vibrators and spade next to forms to remove air spaces or honeycombs G. Do not place concrete in forms that has begun to set TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-7 Ditesco H. Do not place more concrete in one day than can be finished before dark the same day 3.9 COLD WEATHER CONCRETING A. Conform to ACI 306/306R, except as modified herein B. Minimum concrete temp at the time of mixing Outdoor Temp at Placement (in shade) Concrete Temp at Mixing Below 30 degrees F 70 degrees F Between 30 degrees F and 45 degrees F 60 degrees F Above 45 degrees F 50 degrees F C. Do not place heated concrete which is warmer than 80 degrees F D. If freezing temp are expected during curing, maintain the concrete temp at or above 50 degrees F for 5 days or 70 degrees F for 3 days with forms in place E. Do not allow concrete to cool suddenly 3.10 HOT WEATHER CONCRETING A. Conform to ACI 305/305R, except as modified herein B. At air temp of 90 degrees F and above keep concrete as cool as possible during placement and curing. Fog sprayers or special wetting agents may be required for protection C. Do not allow concrete temperature to exceed 70 deg F at placement D. Prevent plastic shrinkage cracking due to rapid evaporation of moisture E. Do not place concrete when the actual or anticipated evaporation rate equals or exceeds 0.2 lbs. per sq ft per hr as determined from ACI 305, Fig 2.1.4 3.11 JOINTS A. Paving: 1. Contraction joints: At intervals not to exceed 10 feet, or as modified by pavement jointing plan. Align curb, gutter, and sidewalk joints where applicable. Saw cut contraction joints 3/16 inch wide at an optimum time after finishing. Cut 1/3 into depth of slab. Construct joints according to approved jointing plan and CDOT M-412-1. 2. Expansion joints: At intervals not to exceed 50 feet, or as modified by pavement jointing plan. B. Sidewalk: 1. Contraction joints: At intervals not to exceed 5 feet and 1 1/2 inches deep TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-8 Ditesco 2. Expansion joints: 1/2 inch premolded joints where sidewalks end at curb returns, against fixed objects, at points of sharp radius, and between sidewalk and driveway slabs. Place expansion joint a maximum of every fifty feet C. Curb and Gutter: 1. Contraction joints: At intervals not to exceed 10 feet made by insertion of 1/8 inch template at right angles to curb and 1 1/2 inch deep 2. Expansion joints: At curb returns, against fixed objects, at points of sharp radius, between adjacent sidewalk and curb at all curb returns, between sidewalk and all driveway slabs D. Place joint filler between paving components and building or other appurtenances at temperatures above 50 degrees F. Clean all dust, debris and water from joint. Recess top of filler 1/4 inch for sealant placement E. Provide keyed joints as indicated 3.12 FINISHING A. Run straight-edge over forms with sawing motion to fill all holes and depressions B. Wood float surface immediately after using a straight-edge C. Brush with soft bristle brush to remove trowel marks and leave a uniform appearance just before concrete takes initial set D. Direction of Texturing: 1. Paving: Transverse to pavement direction; tining as indicated in the drawings or specifications. 2. Curb and Gutter: At right angles to the curb line 3. Sidewalk: At right angles to centerline of sidewalk 4. Valley Gutters: Parallel to curb line E. Inclined Vehicular Ramps: Broomed perpendicular to slope F. Place curing compound on exposed concrete surfaces immediately after finishing. Apply under pressure at the rate of one gallon to not more than 135 square feet by mechanical sprayers in accordance with manufacturer's instructions acceptable to Engineer 3.13 JOINT SEALING A. Seal all paving joints and clean pavement prior to opening to traffic B. Seal all expansion joints C. Separate pavement from vertical surfaces with 3/4 inch thick joint filler TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-9 Ditesco D. Place joint filler in pavement pattern placement sequence. Set top to required elevations. Secure to resist movement by wet concrete E. Extend joint filler from bottom of pavement to within 1/4 inch of finished surface. 3.14 PROTECTION A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury B. Have plastic sheeting, straw, burlap and/or canvas materials available at all times to protect fresh uncured surfaces from adverse weather conditions C. Do not permit pedestrian traffic over sidewalks for 3 days minimum after finishing. Do not permit vehicular traffic over pavement for 7 days minimum after finishing or until 80 percent design strength of concrete has been achieved. 3.15 TOLERANCES A. Maximum Variation of Surface Grade: 1/4 inch in 10 ft B. Maximum Variation from True Alignment: 3/8 inch in 10 ft 3.16 FIELD QUALITY CONTROL A. Section 01 45 00—Quality Assurance: Field inspections and testing B. Owner will take cylinders and perform slump and air entrainment tests in accordance with ACI 301. Unit weight and mix temperature will also be taken C. The first three loads will be tested for slump and air content. If any one test fails to meet requirements, that load will be rejected and tests will continue on each load until three consecutive loads meet requirements. Thereafter, five concrete test cylinders will be taken for every 75 cubic yards or less of concrete placed each day or as adjusted by the Engineer. D. One additional test cylinder will be taken during cold weather and cured on site under same conditions as concrete it represents. E. One slump and air entrainment test will be taken for each set of test cylinders taken. F. Cylinders will be tested as follows: 2 at 7 days, 2 at 28 days and 1 at a later date, if necessary, as directed by the Engineer G. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken H. Thickness of fresh concrete may be checked by Owner at random. Coring will be conducted in accordance with Colorado Department of Transportation requirements. Any deficiencies greater than ¼” will be removed and replaced at the Contractor’s expense. I. Failure of Test Cylinders or Coring Results: Engineer may order removal and replacement of concrete as required upon failure of 28-day tests or if thickness of pavement is less than 95 percent of specified thickness TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 3 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK February 2024 03 30 00-10 Ditesco END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 03 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 62 00 GROUT February 2024 03 62 00-1 Ditesco SECTION 03 62 00 – GROUT PART 1 GENERAL 1.1 SECTION INCLUDES A. Grouting specified or indicated on drawings and specifications 1.2 RELATED SECTIONS A. Section 03 30 00– Concrete Paving and Flatwork 1.3 REFERENCES A. ASTM C109—Test Method for Compressive Strength of Hydraulic Cement Mortar B. ASTM C157—Test Method for Length Change of Hardened Hydraulic Cement Mortar and Concrete C. ASTM C191—Time of Setting of Hydraulic Cement 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Product Data: Provide manufacturer's catalog sheet for material indicating test data and physical properties. 1.5 QUALITY ASSURANCE A. Conform to applicable industry standard; non-shrink grout PART 2 PRODUCTS 2.1 MANUFACTURERS A. Non-Shrink, Non-Metallic Grout 1. Master Builders—Masterflow 928 2. Burke—Non-Ferrous Non-Shrink 3. L & M Inc.—Crystex 4. M.R. Meadows—Sealtight 588 5. Sonneborn—Sonogrout G.P. 6. Tamms—Tammsgrout 621 7. Sika—SikaGrout 8. Or equal TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 03 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 62 00 GROUT February 2024 03 62 00-2 Ditesco 2.2 MATERIALS A. Non-Shrink, Non-Metallic Grout: Factory premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents, capable of developing minimum compressive strength of 4000 psi in one day and 8000 psi in 7 days B. Water: Clean and free from deleterious substances, potable PART 3 EXECUTION 3.1 PREPARATION A. Non-Shrink, Non-Metallic Grout 1. Clean concrete surface to receive grout 2. Cold weather conditions a. Warm concrete, substrate and base plate to 40 deg F, or above; store grout in warm area b. Follow manufacturer's recommendations for cold weather application 3. Hot weather conditions a. Use cold mixing water and cool base plate if possible; store grout in cool area b. Follow manufacturer's recommendations for hot weather application 4. Apply to clean, sound surface 5. Apply latex bonding agent to hardened concrete, mix-in-grout, or as directed by Engineer 3.2 APPLICATION A. Non-Shrink, Non-Metallic Grout 1. Mix in a mechanical mixer 2. Use no more water than necessary to produce flowable grout 3. Place in accordance with manufacturer's instructions 4. Completely fill all spaces and cavities 5. Where exposed to view finish grout edges smooth 6. Except where a slope is indicated on the drawings, finish edges flush at the bedplate, member or piece of equipment 7. Protect against rapid moisture loss by immediately covering with wet rags and polyethylene sheets or curing compound 8. Maintain the temperature at a minimum of 40 deg F until grout reaches 3000 psi TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 03 – CONCRETE COLLECTION SYSTEM REPLACEMENT PROJECT 03 62 00 GROUT February 2024 03 62 00-3 Ditesco 9. After placement of grout, eliminate excessive external vibration END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-1 Ditesco SECTION 31 23 13 - EARTHWORK AND TRENCHING PART 1 GENERAL 1.1 DESCRIPTION A. Clearing, grubbing and site preparation B. Removal and disposal of debris C. Handling, storage, transportation, and disposal of excavated material D. Sheeting, shoring, bracing and protection work E. Pumping and dewatering as required or necessary F. Backfilling G. Pipe Bedding H. Construction of fills and embankments I. Trench Stabilization J. Final grading K. Appurtenant work 1.2 RELATED SECTIONS A. Section 32 80 00 – Irrigation B. Section 32 92 00 – Exterior Plants C. Section 32 93 01 – Soil Preparation D. Section 32 93 02 - Topsoil 1.3 REFERENCES A. ASTM C33—Concrete Aggregates B. ASTM C136—Sieve Analysis of Fine and Coarse Aggregates C. ASTM D1241—Material for Soil Aggregate Subbase, Base and Surface Courses D. ASTM D698—Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 5.5 lb Rammer and 12-Inch Drop E. ASTM D1557—Test Methods for Moisture Density Relations of Soils and Soil-Aggregate Mixtures Using 10-lb Rammer and 18 inch drop F. ASTM D4253—Test Methods for Maximum Index Density of Soils Using a Vibratory Table TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-2 Ditesco G. ASTM D4254—Test Methods for Minimum Index Density of Soils and Calculations of Relative Density H. ASTM D2922—Test Methods for Density of Soil and Soil-Aggregate Mixtures in Place by Nuclear Methods (Shallow Depth) I. ASTM D3017—Test Method for Moisture Content of Soil and Soil-Aggregate Mixtures 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Product Data: Submit on all products or materials supplied herein C. Test Reports: Indicate sieve analysis, optimum moisture content and density in accordance with ASTM D698 for cohesive soils including onsite native material. Indicate supplier, sieve analysis, and maximum relative density in accordance with ASTM D4253 and D4254 for crushed rock or gravel, pipe bedding and other cohesionless material for fills and embankment. 1.5 REGULATORY REQUIREMENTS A. Comply with all requirements of State Construction Dewatering Permit. 1.6 ENVIRONMENTAL REQUIREMENTS A. Protect adjacent structures and surrounding areas from damage during excavation, filling, and backfilling. B. Protect work from erosion or other similar types of damage until the project has been completed. C. Do not backfill or construct fills during freezing weather. Backfill or construct fills only when temperature is 35ºF and rising. D. Do not use frozen materials, snow, or ice in any backfill or fill area. E. Do not backfill or construct fill on frozen surfaces. F. Protect excavated material from becoming frozen. G. Protect trees from permanent damage by construction activities. H. Provide temporary bridges for roadways, walkways, driveways, etc. PART 2 PRODUCTS 2.1 MATERIALS A. Classification of Excavated Materials: 1. None 2. Remove and handle excavated materials regardless of type, character, composition, condition, or depth of material at no additional cost to Owner. 3. Remove and handle excavated materials regardless of means, methods and techniques required, at no additional cost to Owner. B. Handling of Excavated Materials: TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-3 Ditesco 1. Remove all excavated soils from project Work areas and store at site(s) designated by Contractor. 2. Separate topsoil from trench excavated soils 3. Import off-site job excavated soils only as necessary to accommodate current Work 4. Stockpiling of job excavated soils shall be allowed in designated areas. C. Backfill below non-paved areas: 1. Use excess earth from excavation for fill between bedding zone and bottom of topsoil 2. Free from rocks or stones larger than 6 inch in greatest dimension and free from brush, stumps, logs, roots, debris, and organic and other deleterious materials 3. No rocks or stones in upper 18 inch of fill D. Backfill below paved areas: 1. Provide aggregate base course matching thickness of adjacent pavement and per Larimer County Urban Area Street Standards (LCUASS). Base course shall be a minimum of 6”. This shall include all areas where replacement of curb/gutter and asphalt is necessary. E. Topsoil: 1. Native material removed and stockpiled before excavation 2. Free from trash and debris 3. Supplement and/or amend as specified F. Pipe Bedding: Reference project details – CDOT No. 8 or No. 67; provide aggregates as shown on the plans. PART 3 EXECUTION 3.1 EXAMINATION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-4 Ditesco A. Field verify the location of all underground utilities, pipelines and structures prior to excavation. 3.2 PERFORMANCE A. Perform work in a safe and proper manner with appropriate precautions against hazard. B. Provide adequate working space and clearances for work performed within excavations and for installation and removal of concrete forms. C. Do not undercut excavation faces for extended footings. D. Clean subgrades of loose material before concrete is placed thereon. E. Except as otherwise authorized, indicated, or specified, replace all material excavated below the bottom of concrete walls, footings, slabs on grade and foundations with concrete placed at the same time and monolithic with the concrete above. 3.3 PREPARATION A. Clear sites to be occupied by permanent construction of roots, brush, and other objectionable material and debris. B. Clean and strip subgrade for fills and embankments of surface vegetation, sod, tree stumps and organic topsoil. C. Remove waste materials from site and dispose. D. Remove debris from site daily and dispose of off-site; on-site burning is not permitted. 3.4 PRESERVATION OF TREES A. Do not remove trees under any circumstances, unless noted otherwise. B. Protect trees from permanent damage by construction operation. C. Hand excavate inside of, and within 10’ outside diameter, of root zone 3.5 TOPSOIL A. Remove and stockpile sufficient topsoil from surface to a minimum depth of 4-inches where the original topsoil will be covered or damaged. B. Import additional clean material to surface fill embankments, berms, and other areas where original topsoil will be covered or damaged. C. At the completion of other work in each area, place and grade topsoil to maintain gradient as indicated. 3.6 DEWATERING A. Provide and maintain adequate dewatering equipment to remove and dispose of surface and groundwater entering excavations, trenches, and other parts of the work. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-5 Ditesco B. Keep each excavation dry during subgrade preparation and continually thereafter until the structure to be built or the pipe to be installed is completed to the extent that no damage from hydrostatic pressure, flotation, or other cause will result. C. Dewater excavations which extend to or below groundwater by lowering and keeping the groundwater level beneath such excavation at least 12 inches below the bottom of the excavation. D. Divert surface water or otherwise prevent it from entering excavated areas or trenches to the extent practical without damaging adjacent property. E. Maintain all drainage pipes, keep clean and free of sediment during construction and final cleanup. F. Obtain and comply with conditions of CDPHE construction dewatering permit. 3.7 SHEETING, SHORING AND BRACING A. Provide proper and substantial sheeting, shoring, and bracing, as required, to prevent caving or sliding, to protect workmen and the Work, and to protect existing structures, facilities, and utilities. B. Design and build sheeting, shoring, and bracing to withstand all loads that might be caused by earth movement or pressure, and to be rigid, maintaining shape and position under all circumstances. C. Provide a support plan to the Engineer detailing the proposed pile and lagging system, along with assumptions and calculations for design, planned methods and sequencing of the support installation, and anticipated difficulties with proposed resolutions. D. Do not begin to remove excavation support until support can be removed without damage to existing facilities, completed Work, or adjacent property. E. Remove excavation support in a manner that does not leave voids in the backfill. F. Do not pull trench sheeting before backfilling unless pipe strength is sufficient to carry trench loads based on trench width to the back of sheeting. G. Do not brace sheeting left in place against the pipe, but support it in a manner that precludes concentrated loads or horizontal thrusts on pipe. H. Cross braces installed above the pipe to support sheeting may be removed after pipe bedding is completed. 3.8 TRENCH STABILIZATION A. Thoroughly compact and consolidate subgrades for concrete structures, precast structures, and utility trench bottoms so they remain firm, dense and intact during required construction activities. B. Remove all mud and muck during excavation. C. Reinforce subgrades with crushed rock or gravel if they become mucky during construction activities. D. Finished elevation of stabilized subgrades are to be at or below subgrade elevations indicated on drawings. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-6 Ditesco E. Allow no more than 2 inch depth of mud or muck to remain on trench bottoms when pipe bedding material is placed thereon. 3.9 CRUSHED ROCK OR GRAVEL FILLS A. Place on suitably prepared subgrade and compacted. B. Compacted by vibration. 3.10 ROADWAY EXCAVATION AND SUBGRADE PREPARATION A. Excavate for roadways, drives and parking area to match existing on-site conditions. B. Excavate unsuitable material from the subgrade. C. After shaping, roll subgrade compacted to 98 percent of max density within 2 percent (+/-) optimum moisture content, ASTM D698, to a minimum depth of 6 inch. D. Reshape and wet as required. E. Remove soft or otherwise unsuitable material, and replace with suitable material. 3.11 FILLS AND EMBANKMENTS A. Level and roll subgrade so surface materials will be compact and bond with the first layer of fill or embankment. B. Place in horizontal layers 8 inch max uncompacted depth. C. Spread and level material deposited in piles and windrows before compacting. D. Thoroughly compact each layer by rolling or other means acceptable to Engineer to 98 percent of max density within 2 percent (+/-) optimum moisture content. E. Alter compaction methods if material fails to meet specified density. F. Where a trench passes through a fill or embankment, place and compact fill or embankment to 12 inch above the top of the pipe before excavating the trench. G. Add water and harrow, disc, blade, or otherwise work each layer to obtain the uniform moisture content and adequate compaction. 3.12 BLASTING A. Blasting or other use of explosives is not permitted. 3.13 TRENCH EXCAVATION A. Establish alignment and grade or elevation from offset stakes B. Excavate trenches so pipes can be laid straight at uniform grade without dips or bumps, between the terminal elevations indicated on the drawings. C. Comply with pipe specification sections regarding vertical and horizontal alignment and max joint deflection. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-7 Ditesco D. Measure pipe cover depth vertically from top of pipe to finished ground or surface elevation. E. Do not open more trench in advance of pipe laying than is necessary to expedite the work; F. Except where tunneling or horizontal directional drilling is indicated on the drawings, specified, or permitted by Engineer, excavate trenches by open cut from the surface G. Mechanical excavation: 1. Do not use where its operation would damage buildings, culverts, or other existing property, structures, or utilities above or below ground; hand excavate only in such areas 2. Use mechanical equipment of a type, design, and construction and operated so that: a. Rough trench bottom elevation can be controlled b. Uniform trench widths and vertical sidewalls are obtained from 1 foot above the top of the installed pipe to the bottom of the trench c. Trench alignment is such that pipe is accurately laid to specified alignment and is centered in the trench with adequate clearance between pipe and trench sidewalls. 3. Do not undercut trench sidewalls. 4. Re-compact trench bottom disturbed by bucket teeth prior to placement of bedding material. H. Except as otherwise required, excavate trenches below the underside of pipes as indicated in the drawings to provide for installation of granular bedding pipe foundation material. I. Whenever so directed by Engineer, excavate to such depth below grade as Engineer directs and bring the trench bottom to grade with such material as Engineer may direct. J. Provide concrete, or other foundations made necessary by unstable soil as directed by Engineer. K. Excavate to provide adequate clearance for tools and methods of pipe installation. L. Do not allow any of bells or couplings to contact the trench bottom, walls when pipe is joined. M. Cuts in surface construction: 1. No larger than necessary to provide adequate working space 2. Cut a clean groove not less than 12 inch deep along each side of trench or around perimeter of excavation area 3. Remove pavement and base pavement to provide shoulder not less than 3 feet wide between cut edge and top edge of trench 4. Do not undercut trenches, resulting in bottom trench width greater than top widths 5. Make pavement cuts to and between straight or accurately marked curved lines parallel to trench centerline or limits of excavation 6. Remove pavement for connections to existing lines or structures only to the extent required for the installation, as determined by Engineer 7. Where the trench parallels the length of a concrete walk which is all or partially over the trench, remove and replace the entire walk 8. Where the trench crosses the drives, walks, curbs, or other surface construction, remove and replace the surface construction between saw cuts as specified for pavement 3.14 PIPE BEDDING A. Embed pipes above and below the bottom of pipe as indicated in the drawings and as specified. B. Spread and surface grade granular bedding to provide continuous and uniform support beneath pipe at all points between pipe joints. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-8 Ditesco C. After grading, aligning, and placing pipe in final position, and shoring home, deposit and compact sufficient bedding under and around each side of the pipe and to hold the pipe in proper position and alignment during subsequent operations D. Place and compact bedding material uniformly and simultaneously on both sides of pipe to prevent lateral displacement. E. Granular bedding: 1. Compact by slicing with shovel or vibrating 2. Maximum uncompacted thickness of layers: 6 inch F. Compacted bedding: 1. Maximum uncompacted thickness of layers: 8 inch 2. Compact to 95 percent max density as determined by ASTM D698 3. Compact to 70 percent relative density ASTM D4253/D4254 3.15 TRENCH BACKFILL A. Compacted backfill: 1. For full depth of trench above bedding 2. Beneath roadways, surfacing, driveways, curbs, gutters, walks or other surface construction or structures 3. In street or highway shoulders 4. In established sodded areas 5. Beneath fills and embankments B. Where the trench for one pipe passes beneath the trench of another pipe, compact the backfill for the lower trench to the bottom of the upper trench. C. Place job excavated materials in 8 inch max uncompacted thickness, uniform layers. D. Increased layer thickness may be permitted for uncohesive material if Contractor demonstrates to Engineer's satisfaction that specified compacted density will be achieved. E. Use methods and equipment appropriate to the material to be compacted to prevent transmission of damaging shocks to pipe. F. Compact to 98 percent of max density within 2 percent (+/-) optimum moisture content per ASTM D698 or to an equivalent percent relative density per ASTM D4253/D4254 when appropriate. G. Graded gravel: 1. Deposit in uniform layers of 8 inch max uncompacted thickness 2. Compact with suitable vibrating roller or platform vibrator to not less than 70 percent relative density per ASTM D4253/D4254 H. Uncompacted backfill: 1. Compaction of backfill above pipe bedding in locations other than those specified, is required only to prevent future settlement 2. May be placed by any method acceptable to Engineer which will not impose excessive concentrated or unbalanced loads, shock, or impact on, and will not result in displacement of installed pipe 3. Do not drop compact masses of stiff clay or other consolidated material more than 5 feet into trench unless cushioned by 2 feet minimum of loose backfill above pipe bedding TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-9 Ditesco I. Finish the top portion of backfill with a thickness of topsoil corresponding to, or better than, that underlying adjoining sodded areas. 3.16 STRUCTURAL BACKFILL A. Maximum uncompacted thickness of layers: 6 inches B. Compact with mechanical, platform-type tampers C. Minimum density of 98 percent within 2 percent (+/-) optimum moisture content as determined by ASTM D698. D. Use roller for compaction if necessary to prevent damage to structure and desired density can be obtained. E. Compaction by inundation by water not permitted. F. If trench passes through a structure backfill, compact backfill to an elevation of 12 inches above top of pipe before trenching. G. Do not deposit or compact tamped or otherwise mechanically compacted backfill in water. H. Take particular care to compact backfill which will be beneath slabs, pipes, drives, roads, parking areas, curb, gutters or other surface construction. 3.17 DRAINAGE MAINTENANCE A. Do not backfill trenches across roadways, drives, walks or other trafficways adjacent to drainage ditches or water courses prior to backfilling the trench on the upstream side of the trafficway to prevent impounding water after pipe is laid. B. Backfill so that water does not accumulate in unfilled or partially filled trenches. C. Remove materials deposited in roadway ditches or other water courses crossed by the trench line immediately after backfilling is completed and restore ditches and water courses to original section, grade, and contours. D. Do not obstruct surface drainage any longer than necessary. E. Provide and maintain temporary bridges and other structures across unfilled trenches as required to maintain traffic. 3.18 DISPOSAL OF EXCESS EXCAVATED MATERIALS A. Use excess excavated materials in fills and embankments as indicated on the drawings to the extent needed. B. Dispose of suitable excess excavated materials at locations directed by Engineer. Excess excavated materials shall be hauled off site. Excess excavated materials shall not be left on site. C. Remove unused suitable material from the site and dispose of it. D. Remove debris, junk, broken concrete, broken asphalt, rock, stones, stumps, logs, roots, and other unsuitable material from the site and dispose of it. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 31 – EARTHWORK COLLECTION SYSTEM REPLACEMENT PROJECT 31 23 13 EARTHWORK AND TRENCHING February 2024 31 23 13-10 Ditesco E. Except as otherwise permitted, dispose of excess excavated materials away from the site of the Work or as directed by Owner. F. Haul excess earth from excavations off-site. 3.19 FINAL GRADING A. After completion of all other outside work and after backfilling is completed and settled, bring all areas of the site to pre-construction grades. B. Graders and other power equipment may be used for final grading and slope dressing if the result is uniform and equivalent to hand work. 3.20 STORMWATER MANAGEMENT PLAN A. Submit General Permit Application to CDPHE for stormwater discharges associated with construction activity and comply with all conditions of the permit. 3.21 SETTLEMENT A. Warranty for settlement of all fills, embankments, and backfills is stipulated in the General Conditions from final completion of Contract under which Work is performed. B. Repair or replace within 30 days after notice by Engineer or Owner. 3.22 FIELD QUALITY CONTROL A. Provide under provisions of Section 01 45 00 B. Coordinate and all tests to determine compliance of in-place and backfill materials and compaction in accordance with the specifications C. Fills and Embankment: 1. Two moisture-density relationship tests, ASTM D698 on each type of fill material 2. One in-place compaction test for every 1.5 feet of vertical lift of material placed D. Pipe Bedding and Backfill: 1. Two initial gradation tests for each type of material plus 1 additional test for 500 cubic yards of each material 2. Two moisture-density relationship tests, ASTM D698, or 2 relative density tests, ASTM D4253/D4254, as appropriate for each type of bedding on backfill material proposed, except granular bedding material 3. One in-place compaction test every 200 linear feet of trench in the compacted bedding zone and at every 1.5 feet of vertical lift of backfill materials, ASTM D2922/D3017 4. One in-place compaction test near top of trench for trench depth of 2 feet or less, ASTM D2922/D3017 5. Five (5) additional in-place compaction tests at the discretion of the Engineer, ASTM D2922/D3017 END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 11 23 AGGREGATE BASE COURSES February 2024 32 11 23 -1 Ditesco SECTION 32 11 23 – AGGREGATE BASE COURSES PART 1 GENERAL 1.01 SECTION INCLUDES A. The work to be performed includes the milling, pulverizing, processing, production, stockpiling, hauling, placing and compacting recycled aggregate base courses. 1.02 RELATED SECTIONS A. Section 31 23 13 – Earthwork and Trenching B. Section 32 12 16 – Asphalt Paving 1.04 SUBMITTALS A. The CONTRACTOR shall cooperate with the ENGINEER in obtaining and providing samples of all specified materials. The CONTRACTOR shall submit certified laboratory test certificates for all items required in this section under Section 01 33 00. PART 2 PRODUCTS 2.01 MATERIALS A. Recycled Aggregates: Recycled aggregates shall be crushed stone, recycled asphalt pavement (RAP), crushed slag, crushed gravel or recycled gravel that the amount of minus No. 200 sieve shall not exceed 15%. Other aggregates for bases shall meet the grading requirements as called out in the Drawings. The liquid limit shall be as shown in the table and the plasticity index shall be  6. Materials produced through recycling existing asphalt pavement and aggregate base shall produce similar materials to an equivalent structural layer coefficient of aggregate base course (0.11) or greater. B. Material Properties: CDOT Class 5 Aggregate Base Sieve Designation Percentage by Weight Passing Square Mesh Sieves LL < 30 PI < 6 4 inch --- 3 inch --- 2 1/2 inch --- 2 inch --- 1 1/2 inch 100 1 inch 95 - 100 3/4 inch --- No. 4 30 - 70 No. 8 --- No. 200 3 - 15 TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 11 23 AGGREGATE BASE COURSES February 2024 32 11 23 -2 Ditesco 1.1 EQUIPMENT A. General: Equipment shall be capable of legally performing the work as described in this Specification. Equipment that is inadequate to obtain the results specified shall be replaced or supplemented as required to meet the requirements of this Specification. Any equipment that is used in an improper manner may be cause for rejection of the work if in the opinion of the ENGINEER the work fails to meet the requirements of this specification. B. Equipment used for compaction shall be the rolling type, vibratory type, or combination of both types, and shall be of sufficient capacity to meet the compaction requirements herein. PART 3 EXECUTION 3.01 MILLING AND PULVERIZING A. Existing asphalt pavement, road base and subbase materials shall be pulverized, milled and processed to meet the gradation outlined in 2.01 B. B. Milling and pulverizing equipment shall consist of roto-mills, pavement pulverizing equipment or soil mixing equipment equivalents. Equipment shall be configured such that the materials are processed to meet the gradation specifications of Section 2. Processing of the pulverized material shall be done in such a way as to avoid contamination with the subgrade soils. If recycled materials are stockpiled, they shall be separated and processed to maintain a uniform gradation and avoid contamination with subgrade soil materials. Mixing equipment shall make as many passes as necessary to properly mix the existing pavement, base or subbase materials to create a uniform combination meeting the gradation requirements of Section 2 at the depths specified. Mixing of the different materials shall create a homogeneous mixture. C. Pulverization of existing pavement shall not occur if paving fabric, geotextiles or other pavement interlayers are present. D. Depth of pavement pulverizing shall be as indicated on the Drawings. In no instance shall the pavement milling, pulverizing and recycling penetrate the subgrade layer such that the gradation requirements outlined in 2.01 B are exceeded or the recycled material becomes contaminated with clay or other soil materials. 3.02 PREPARATION OF FOUNDATION A. Prior to placement of recycled base materials, the foundation shall be the finished earth subgrade, subbase course, or base course, as the case may be, upon which any subbase, base or surface course is to be constructed. Preparation of foundation for construction of a subbase, base, or surface course shall consist of the work necessary to restore, correct, strengthen or prepare the foundation to a condition suitable for applying and supporting the intended course. For aggregate base course roads and parking areas, the top six-inches of topsoil shall be stripped within the area to be aggregate surfaced. Following stripping of the topsoil, the upper 8 inches of the subgrade shall be scarified and compacted to a minimum of 95% of the Maximum Standard Proctor Density (ASTM D698). On-site material may be used as accepted by the ENGINEER, for compacted fill for the recycled aggregate base course. Fill shall be placed within 2% of optimum moisture content and compacted to a minimum of 95% of the Maximum Standard Proctor Density (ASTM D698). TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 11 23 AGGREGATE BASE COURSES February 2024 32 11 23 -3 Ditesco Recycled aggregate base course used as a foundation for pavements shall be placed on the subgrade within two percent of optimum moisture and compacted to a minimum of 95% of the Maximum Standard Proctor Density (ASTM D698). Deviations in aggregate base course under pavements of more than 1/4 inch in 10 feet, measured with a 10-foot straight edge, shall be corrected prior to pavement construction. The foundation shall be prepared and constructed such that it will have a uniform density throughout. It shall be brought to the required alignment and cross section with equipment and methods adapted for the purpose. Upon completion of the shaping and compacting operations, the foundation shall be smooth, at the required density, and at the proper elevation and contour to receive the recycled aggregate base course. After the specified compaction has been obtained, the subgrade under the curb, gutter, sidewalk and pavement shall be proof-rolled with a heavily loaded rubber tire roller, fully loaded water truck, or other approved equipment. Those areas which produce a rut depth of over ½ inch or which crack the subgrade after pumping and rebounding shall be ripped, scarified, wetted or dried if necessary, and recompacted to the requirements for density and moisture by the CONTRACTOR. Where unsuitable material is encountered, the ENGINEER may require the CONTRACTOR to remove the unsuitable materials and backfill to the finished grade with approved material. The completed subgrade shall be proof-rolled again after placement of approved material. Unless otherwise provided, all holes, ruts and other depressions in the foundation shall be filled with materials similar to those existing in the foundation. High places shall be excavated and removed to the required lines, grade and section. Recycled base course material shall not be placed on a foundation that is soft, spongy, or one that is covered by ice or snow. Recycled base course shall not be placed on a dry or dusty foundation where the existing condition would cause rapid dissipation of moisture from the base course material and hinder or preclude its proper compaction. Dry foundations shall have water applied and reworked and compacted as necessary. The ENGINEER shall direct the CONTRACTOR to make minor adjustments in the finish grade from that shown in the Drawings as may be necessary or desirable to maintain the characteristics of a stabilized foundation by minimizing the amount of cutting or filling. 3.03 EARTH SUBGRADE A. When the foundation is an earth subgrade it shall be prepared by removing all vegetation, excavating and removing materials, filling depressions, scarifying, shaping, smoothing and compacting to meet the required grade, section and density. Stones over six inches in greatest dimension shall be removed. 3.03 PLACEMENT A. The recycled aggregate base course shall be constructed to the width, section and areas as shown in the Drawings. If the required compacted depth of base coarse exceeds six inches, the base shall be constructed in two or more layers of approximately equal thickness. The maximum compacted thickness of any one layer shall not exceed six inches. Each layer shall be constructed as far in advance of the succeeding layer as the ENGINEER may direct. The work shall, in general, proceed from the point on the project nearest the point of supply of the aggregate in order that the hauling equipment may travel over the previously placed material, and the hauling equipment shall be routed as uniformly as possible over all portions of the previously constructed courses or layers of the base course. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 11 23 AGGREGATE BASE COURSES February 2024 32 11 23 -4 Ditesco The material shall be deposited on the soil foundation, or previously placed layer in a manner to minimize segregation and to facilitate spreading to a uniform layer of the required section. In the event that blending of materials is necessary to provide required gradation and properties of the material, and is done in the roadway or placed area, the same shall be accomplished by mixing the aggregate and blending material by means of blade graders, discs, harrows or other equipment to affect a uniform distribution and gradation throughout the finished mixture. Excessive mixing and grading that will cause segregation between the coarse and fine materials is prohibited. 3.04 COMPACTION A. After a layer or course has been placed and spread to the required thickness, width and contour, it shall be compacted. If the material is too dry to readily attain the required density, it shall be uniformly moistened to the degree necessary during compaction operations for proper compaction. B. Compaction of each layer shall continue until the required density of Section 3.02 is reached. The surface of each layer shall be maintained during compaction operations in such a manner that a uniform texture is produced and aggregates firmly keyed. All areas where proper compaction is not obtainable due to segregation of materials, excess fines, or other deficiencies in the aggregate, shall be reworked as necessary or the material removed and replaced with aggregates that will meet this specification. The surface of each layer shall be kept true and smooth at all times. 3.05 MIXING A. General: Unless otherwise specified, the CONTRACTOR shall mix the recycled aggregate by the following methods. 1. Road Mix Method After material for each layer has been placed, the materials shall be mixed while at an optimum moisture content by motor graders or other approved equipment until the mixture is uniform throughout. 3.06 SHOULDER CONSTRUCTION A. Shoulders shall be constructed with base course materials to conform to the elevation and section shown in the Drawings. No equipment shall be used which by its design or through its manner of operation that will damage the pavement or curbs. Insofar as practicable, the base course material shall be placed directly on the shoulder area. Materials that are deposited outside the shoulder area, if not contaminated, shall be recovered and placed within the required limits. The CONTRACTOR will not be compensated for materials not recovered as determined by the ENGINEER. Materials shall not be deposited on the pavement or surfacing during placing unless specifically permitted by the ENGINEER. The base course material as placed shall be spread and compacted to the required density in Section 3.02 in layers not exceeding six inches in compacted thickness. Any material inadvertently placed on the pavement shall be broomed from the pavement. The result shall not effect a change in the gradation of the shoulder material. END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-1 Ditesco SECTION 32 12 16 – ASPHALT PAVING PART 1 GENERAL 1.1 SECTION INCLUDES A. Asphaltic concrete paving over prepared subgrade and/or base course B. Repair of existing roads, driveways and parking lots which are removed or damaged during construction 1.2 RELATED SECTIONS A. Section 31 23 13–Earthwork and Trenching B. Section 02 41 00–Demolition 1.3 REFERENCES A. ASTM C29—Unit Weight and Voids in Aggregate B. ASTM C88—Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate C. ASTM C117—Materials Finer than No. 200 Sieve in Mineral Aggregates by Washing D. ASTM C128—Specific Gravity Test and Absorption of Fine Aggregate E. ASTM C131—Resistance to Degradation of Small Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. F. ASTM C136—Sieve or Screen Analysis of Fine and Coarse Aggregates G. ASTM D4—Bitumen Content H. ASTM D5—Penetration of Bituminous Materials I. ASTM D70—Specific Gravity of Semi-Solid Bituminous Materials J. ASTM D93—Flash Point by Pensky-Martens Closed Tester K. ASTM D113—Ductility of Bituminous Materials L. ASTM D1188—Bulk Specific Gravity of Compacted Bituminous Mixtures M. ASTM D1559—Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus N. ASTM D2041—Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures O. ASTM D2170—Kinematic Viscosity of Asphalts (Bitumens) P. ASTM D2172—Quantities Extraction of Bitumens from Bituminous Paving Mixtures Q. ASTM D2419—Sand Equivalent Value of Soils and Fine Aggregate TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-2 Ditesco R. ASTM D290—Bituminous Mixing Plant Inspection S. ASTM D946—Asphalt Cement for Use in Pavement Construction T. ASTM D692—Course Aggregate for Bituminous Paving U. ASTM D1073—Fine Aggregate for Bituminous Paving Mixtures V. MS-2—Mix Design Method for Asphalt Concrete and Other Hot Mix Types -The Asphalt Institute (AI) 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Samples: Provide samples of materials for laboratory testing and job-mix design for asphaltic concrete paving section C. Test Reports: Submit laboratory reports for the following materials tests 1. Coarse and fine aggregate from each material source and each required grading: a. Sieve analysis: ASTM C136 (AASHTO T19) b. Unit weight of slag: ASTM C29 (AASHTO T19) c. Soundness: ASTM C88 (AASHTO T104) d. Sand equivalent: ASTM D2419 (AASHTO T176) e. Abrasion of coarse aggregate: ASTM C131 (AASHTO T96) 2. Asphalt cement for each penetration grade: a. Penetration: ASTM D5 (AASHTO T49) b. Viscosity (Kinematic): ASTM D2170 (AASHTO T201) c. Flash Point: ASTM D93 (AASHTO T48) d. Ductility: ASTM D113 (AASHTO T51) e. Solubility: ASTM D4 (AASHTO T44) f. Specific gravity: ASTM D70 (AASHTO T43) 3. Job-mix design mixtures for each material or grade: a. Bulk specific gravity for fine aggregate: ASTM C128 (AASHTO T84) 4. Uncompacted asphalt concrete mix: Maximum specific gravity ASTM D2041 (AASHTO T209) 5. Compacted asphalt concrete mix: TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-3 Ditesco a. Bulk density: ASTM D1188 (AASHTO T166) b. Marshall stability and flow: ASTM D1559 6. Density and void analysis: a. Provide each series of asphalt concrete mixture test specimens, in accordance with MS-2 b. Use Marshall method of mix design unless otherwise directed or acceptable to Engineer 7. Sampling and testing of asphalt concrete mixtures for quality control during paving operations: a. Uncompacted asphalt concrete mix: 1) Asphalt cement content: ASTM D2172 (AASHTO T164) 2) Penetration of recovered asphalt cement: ASTM D5 (AASHTO T49) 3) Ductibility of recovered asphalt cement: ASTM D113 (AASHTO T51) b. Compacted asphalt concrete mix: 1) Bulk density: ASTM D1188 (AASHTO T166) 2) Marshall stability and flow: ASTM D1559 c. Perform at least one test for each day's paving 8. Asphalt plant inspection: ASTM D290 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver, store, protect and handle materials under provisions of Larimer County Urban Area Street Standards (LCUASS). B. Transport mixture from mix plant in trucks with tight, clean, non-sticking compartments. Coat hauling compartments with lime-water mixture to prevent sticking. Elevate and drain compartment of excess solution before loading mix. C. Cover to protect from weather and prevent loss of heat when temperature is below 50 F. D. Provide insulated truck beds during temperature below 50 F on long distance deliveries. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not apply when underlying surface is muddy, frozen or wet. B. Do not place by spreading and finishing machine tack coat or asphaltic cement when temperature is below 45F and falling. Place when above 40F and rising. C. Do not apply pavement marking paint within 8 hours of fog or rain or when below 40 F. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-4 Ditesco D. Provide flagmen, barricades, warning signs, and warning lights for movement of traffic and safety and to cause the least interruption of work. 1.7 QUALITY ASSURANCE A. Comply with all applicable requirements of Larimer County Urban Area Street Standards (LCUASS). PART 2 PRODUCTS 2.1 MATERIALS A. Asphaltic Cement: ASTM D946, AC10 or AC20 grade determined by design mix, homogeneous, free from water, no tendency to foam when heated to 347 F, and per CDOT Standard Section 702. B. Aggregate for Asphaltic Concrete: 1. Sound, angular crushed stone, crushed gravel, or crushed slag: ASTM D692. 2. Sand, stone, or slag screening: ASTM D1073. 3. Provide aggregate in gradations for courses to comply with Class S, Colorado Department of Transportation, ASTM C136. 4. Percent wear: ASTM C131, less than 45 for aggregates retained in #10 sieve. C. Tack Coat: Emulsified asphalt: SS-1 or CSS-1h, ASTM D977. 2.2 MIXES A. Determine design mix based upon aggregates furnished: 1. Test mix by independent laboratory at Contractor's expense 2. Grade dependent on temperature during placement 3. Submit mix designs under provisions of Section 01 33 00 for review and acceptance by Engineer B. Submit mix design consistent with LCUASS Standards 2.3 ACCESSORIES A. Pavement Marking—Replace all pre-construction pavement marking materials as identified below: 1. FS TT-P-115, Type I Alkyd, yellow color meeting requirements of CDOT Standard Specification 708. 2. Preformed plastic marking material or reflectorized paint shall be used for all pavement marking. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-5 Ditesco 3. Furnish paint with a no-pick-up maximum drying time of 20 minutes, when tested according to ASTM D711 using a wet film thickness of 0.015" when tested and applied at 77 F 4. Provide two coats. PART 3 EXECUTION 3.1 PREPARATION A. Prepare subgrade under provisions of Section 31 23 13. B. Loose and Foreign Material: 1. Remove loose and foreign material from compacted subgrade surface immediately before application of paving. Clean surface with mechanical sweeper, blowers, or hand brooms, until surfaces are free from dust C. Tack Coat: 1. Dilute material with equal parts of water and apply to contact surfaces of previously constructed asphaltic concrete or portland cement concrete and surfaces 2. Apply at rate of 0.05 to 0.15 gallons per square yard of surface 3. Apply tack coat by brush to contact surfaces of curbs, gutters, manholes, and other structures projecting into or abutting asphaltic concrete pavement 4. Allow surfaces to dry until material is at condition of tackiness to receive pavement 5. Where asphaltic concrete will adhere to surface, tack coat may be eliminated by Engineer 3.2 RING/FRAME ADJUSTMENTS A. Set ring/frames of subsurface structures to final grade as a portion of this work, include existing ring/frames and new ring/frames furnished under other work of project B. Placing Ring/Frames: 1. Surround ring/frames set to elevation with a ring of compacted asphalt concrete base prior to paving. 2. Place asphalt concrete mixture up to 1 inch below top of ring/frame, slope to grade, and compact by hand tamping. C. Adjust frames to proper position to meet paving. D. If permanent covers are not in place, provide temporary covers over openings until completion of rolling operations. E. Set ring/frames to grade, flush with surface of adjacent pavement. Maximum ring grade below pavement shall be ¼”. Ring grade shall not protrude above pavement. 3.3 PREPARING THE MIXTURE TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-6 Ditesco A. Comply with ASTM D995 for material storage, control, and mixing and for plant equipment and operation. B. Stockpile: 1. Keep each component of the various sized combined aggregates in separate stockpiles. 2. Maintain stockpiles so that separate aggregate sizes will not be intermixed and to prevent segregation. C. Heating: 1. Heat the asphalt cement at the mixing plant to viscosity at which it can be uniformly distributed throughout mixture. 2. Use lowest possible temperature to suite temperature viscosity characteristics of asphalt. 3. Do not exceed 350 F. D. Aggregate: 1. Heat-dry aggregates to acceptable moisture content. 2. Deliver to mixer at recommended temperature to suite penetration grade and viscosity characteristics of asphalt cement, ambient temperature, and workability of mixture. 3. Accurately weigh or measure dry aggregates and weigh or meter asphalt cement to comply with job-mix formula requirements. E. Mix aggregate and asphalt cement to achieve 90-95 percent coated particles. 3.4 EQUIPMENT A. Bituminous Pavers: Self-propelled, spreads without tearing surfaces, and controls pavement edges to true lines without use of stationary forms. B. Rolling Equipment: 1. Steel-wheel roller: Self-propelled, contact pressure of 250 to 350 psi per inch of width of roller wheel, equipped with adjustable scrapers and means for keeping wheel wet to prevent mix from sticking. 2. Pneumatic-tired rollers: Self-propelled, contact pressure under each tire of 85 to 110 psi, wheels spaced so that one pass will accomplish one complete coverage equal to rolling width of machine, oscillating wheels. Remove and replace immediately tires picking up fines. C. Hand Tools: Provide rakes, lutes, shovels, tampers, smoothing irons, pavement cutters, portable heaters, and other miscellaneous small tools. 3.5 PLACING THE MIX A. Place asphalt concrete mixture on prepared surface, spread and strike-off using paving machine. B. Maximum thickness per laying course: 2". TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-7 Ditesco C. Minimum temperature of 225F at time of placement. D. Inaccessible and small areas may be placed by hand. E. Conform to the grade, cross section, finish thickness, and density indicated. F. Paver Placing: 1. Unless otherwise directed, begin placing at high side on one-way slope and in direction of traffic flow. 2. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. 3. Place mixture in continuous operation as practicable. G. Hand Placing: 1. Spread, tamp, and finish mixing using hand tools in areas where machine spreading is not possible as acceptable to Engineer. 2. Place mixture at a rate that will insure handling and compaction before mixture becomes cooler than acceptable working temperature. H. Joints: 1. Construct joints to have same texture, density, and smoothness as adjacent sections of asphalt concrete course. 2. Clean contact surfaces free of sand, dirt, or other objectionable material and apply tack coat. 3. Offset transverse joints in succeeding courses not less than 24 inches. 4. Cut back edge of existing pavement or previously placed course to expose an even, vertical surface for full course thickness. 5. Offset longitudinal joints in succeeding courses not less than 6 inches. 6. When the edges of longitudinal joints are irregular, honeycombed or inadequately compacted, cut back unsatisfactory sections to expose an even, vertical surface for full course thickness. 3.6 COMPACTING THE MIX A. Provide pneumatic and steel-wheel type rollers to obtain the required pavement density, surface texture and ride-ability. B. Begin rolling operations when the mixture will bear weight of roller without excessive displacement. C. Do not permit heavy equipment, including rollers to stand on finished surface before it has thoroughly cooled or set. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-8 Ditesco D. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. E. Breakdown Rolling: 1. Accomplish breakdown or initial rolling immediately following rolling of transverse and longitudinal joints and outside edge. 2. Operate rollers as close as possible to paver without causing pavement displacement 3. Check grade and smoothness after breakdown rolling. 4. Repair displaced areas by loosening at once with lutes or rakes and filling, if required, with hot loose material before continuing rolling. F. Second Rolling: 1. Follow breakdown rolling as soon as possible, while mixture is hot and in condition for compaction. 2. Continue second rolling until mixture has been thoroughly compacted. G. Finish Rolling: 1. Perform finish rolling while mixture is still warm enough for removal of roller marks by combination of steel and pneumatic rollers. 2. Continue rolling until roller marks are eliminated and course has attained specified density, and required surface texture and surface tolerances. H. Patching: 1. Remove and replace defective areas. 2. Cut-out and fill with fresh, hot asphaltic concrete. 3. Remove deficient areas for full depth of course. 4. Cut sides perpendicular and parallel to direction of traffic with edges vertical. 5. Apply tack coat to exposed surfaces before placing new asphaltic concrete mixture. 6. Compact by rolling to specified surface density and smoothness. 3.7 REPAIRING EXISTING ASPHALTIC CONCRETE SURFACES A. Cut sides of pavement area to be replaced perpendicular and parallel to direction of traffic. B. Subbase preparation: 1. Scarify below existing subbase to 8" depth or greater 2. Grade subbase to match existing subbase depth and required elevation 3. Obtain optimum moisture content TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-9 Ditesco 4. Compact subbase to 98 percent maximum density, ASTM 698 C. Paving: 1. Apply tack coat against all abutting vertical concrete or bituminous surfaces as specified herein 2. Place and compact asphalt concrete mixture in two equal layers to match the existing elevation and the total compacted thickness 3. Apply asphalt emulsion tack coat between pavement layers as specified D. Compact mix as specified 3.8 MARKING ASPHALTIC CONCRETE PAVEMENT A. Remove dirt, sand, gravel and oil B. Cure asphaltic concrete before painting C. Apply paint with pressurized, self-contained paint machine D. Apply in straight line 2-6 inches wide E. Lay out markings with guide lines, templates and forms F. Apply at 1 gallon per 105 square foot G. Provide qualified technician for supervision 3.9 FIELD QUALITY CONTROL A. Owner will provide field testing to determine compliance of in-place asphaltic concrete paving materials and compaction in accordance with Section 01 45 00. B. Final surfaces of uniform texture, conforming to required grades and cross sections. C. Test in-place for density, thickness, and surface smoothness. D. Take not less than 4 inch diameter pavement specimens for each completed course from locations as directed by Engineer if required to confirm total thickness or for additional testing purposes E. Repair holes from test specimens as specified for patching defective work F. Minimum acceptable density of in-place course materials is 97 percent of the recorded laboratory specimen density. For each laying course: perform two tests for under 400 SY of material in place. Immediately re-compact asphaltic concrete not conforming to acceptable density. Remove and replace all sections not in conformance density requirements G. Thickness: Variations from Drawings 1. Total depth: 1/4 inch 2. Remove and replace paving less than minimum thickness TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 12 16 ASPHALT PAVING February 2024 32 12 16-10 Ditesco H. Surface Smoothness: 1. Test using a 10 foot straight edge applied parallel to any direction 2. Advance straight edge five feet, maximum 1/4 inch per foot from nearest point of contact 3. Do not permit pockets or depressions where water may pool 4. Remove and replace areas, deficient in smoothness. Overlay corrections may be permitted only if acceptable to Engineer 3.10 CLEANING A. After completion of paving operations, clean surfaces of excess or spilled asphalt materials to the satisfaction of Engineer 3.11 PROTECTION OF FINISHED WORK A. After final rolling, do not permit vehicular traffic on asphalt concrete pavement until it has cooled and hardened and in no case sooner than 6 hours B. Provide barricades and warning devices as required to protect pavement and general public END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 92 23 SODDING February 2024 32 92 23-1 Ditesco SECTION 32 92 23 – SODDING PART 1 GENERAL 1.1 SECTION INCLUDES A. Finish Grading B. Fertilizing C. Sod installation D. Maintenance E. Turfed area: Establish turf limits of graded areas not to be covered by buildings or structures, planting areas, paving or other surfacing; and on any original turf area disturbed by new construction F. Water Supply: 1. Owner will supply and adequate supply of potable water on site 2. Furnish necessary hose, equipment, attachments and accessories for adequate watering of turf areas as needed 1.2 RELATED SECTIONS A. Section 31 23 13 – Earthwork and Trenching 1.3 QUALITY ASSURANCE A. Sod: Minimum age of 18 months, with root development that will support its own weight without tearing, when suspended vertically by holding the upper two corners B. Submit sod certification for grass species and location of sod source C. Supply manufacturer’s guaranteed statement of analysis, types and nutrients and weights of fertilizer 1.4 QUALIFICATIONS A. Sod Producer: Company specializing in sod production and harvesting with minimum five years’ experience and certified by the State of Colorado B. Installer: Company approved by the sod producer 1.5 REGULATORY REQUIREMENTS A. Comply with regulatory agencies for fertilizer and herbicide composition 1.6 DELIVERY, STORAGE, AND HANDLING A. Fertilizer supplied in closed containers shall be delivered in waterproof bags showing weight, types of nutrients and manufacturer’s guaranteed statement of analysis TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 92 23 SODDING February 2024 32 92 23-2 Ditesco B. Fertilizer supplied in bulk shall be accompanied by a bill-of-lading giving weight, types of nutrients and a certificate of manufacturer’s guaranteed statement of analysis for each shipment C. Deliver sod on pallets or rolls. Protect exposed roots from dehydration D. Do not deliver more sod than can be laid within 24 hours 1.7 COORDINATION A. Coordinate all sod work with City of Fort Collins Parks Department and/or private property owner. PART 2 PRODUCTS 2.1 ACCEPTABLE SOD GROWERS A. Turf Master Sod Farm or approved equal 2.2 MATERIALS A. Sod: 1. State approved or certified by the State of Colorado 2. Sod used for repair or replacement of existing sod shall match the pre-existing or surrounding sod 3. New sod shall be the equivalent of a ninety-nine percent improved variety blue grass sod or as specified by City of Fort Collins Parks Department. 4. The sod shall have a vigorous and healthy root system that has been regularly watered, mowed, fertilized and sprayed for weeds in the sod nursery. Each piece of sod shall be free of objectionable weeds. The sod shall be such that it will not tear, break or crumble during the handling and placing of the sod. Unless short and smooth, the grass shall be clipped with a lawn mower to a height of two inches before it is lifted. The sod is to be cut evenly not more than one inch thick and cut in strips approximately 18 inches in width 5. Sod out for more than 24 hours shall not be used without approval of Facilities Management – Grounds Department. Sod in rolls shall be kept moist and protected from exposure to sun, wind and heat. All sod transported in open vehicles for a distance of more than 25 miles must be properly protected. B. Topsoil: 1. Topsoil shall be mixed with aged cow manure compost mixture to a minimum depth of 4 inches. Additional compost mixture shall be spread across the ground surface prior to sod placement. C. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass 2.3 ACCESSORIES A. Wood Pegs: Softwood, sufficient size and length to ensure anchorage of sod on slope B. Wire Mesh: Interwoven hexagonal plastic mesh of 2 inch size TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 92 23 SODDING February 2024 32 92 23-3 Ditesco 2.4 TESTS A. Testing is not required if recent tests are available for imported topsoil. Submit these test results to the testing laboratory for approval. Indicate, by test results, information necessary to determine suitability PART 3 EXECUTION 3.1 EXAMINATION A. Verify that prepared soil base is ready to receive the work of this section 3.2 PREPARATION OF SUBSOIL A. Prepare sub-soil and eliminate uneven areas and low spots B. Maintain lines, levels, profiles and contours. Make changes in grade gradual. Blend slopes into level areas C. Leave subgrade below final grade by amount of sod thickness D. Remove foreign materials and undesirable plants and their roots. Do not bury foreign material beneath areas to be sodded. Remove all rocks, clods and other foreign materials larger than 1” in any direction E. Remove contaminated subsoil F. Scarify sub-soil to a depth of 4 inches where topsoil is to be placed G. Mix composted cow manure, certified weed free, material into subsoil at a rate of 3 cubic yards per 1000 square feet H. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has compacted subsoil 3.3 PLACING TOPSOIL A. Spread topsoil to a minimum depth of 2 inches over area to be sodded B. Place topsoil during dry weather and on dry unfrozen subgrade C. Remove vegetable matter and foreign non-organic material from topsoil while spreading D. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage E. Install edging at periphery of sodded areas in straight lines to consistent depth as shown on the Drawings 3.4 FERTILIZING A. Apply fertilizer in accordance with manufacturer's instructions. B. Apply after smooth raking of topsoil and prior to installation of sod C. Apply fertilizer no more than 48 hours before laying sod TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 92 23 SODDING February 2024 32 92 23-4 Ditesco D. Mix thoroughly into upper 2 inches of topsoil E. Lightly water to aid the dissipation of fertilizer 3.5 LAYING SOD A. Moisten prepared surface immediately prior to laying sod B. Lay sod within 24 hours after harvesting to prevent deterioration C. Lay sod tight with no open joints visible, and no overlapping; stagger end joints 12 inches minimum. Do not stretch or overlap sod pieces D. Lay smooth. Align with adjoining grass areas to match existing sod grades E. Place top elevation to match adjacent sidewalk, curbs and landscaping F. On slopes 2:1 and steeper, lay sod perpendicular to slope and secure every row with wooden pegs at maximum 2 feet on center. Drive pegs flush with soil portion of sod G. Water sodded areas immediately after installation. Water to a depth of 2 inches H. Sod shall be watered in early morning and late afternoon for at least five consecutive days after laying to establish the lawn. I. Immediately after sod has been installed and watered, roll sodded areas to ensure good bond between sod and soil and to remove minor depressions and irregularities. 3.6 CLEAN UP A. Clean up daily during progress of Work and at completion B. Remove from Project site surplus materials and any debris resulting from turf work C. Turfed areas shall be neatly dressed and finished. Walks, paved areas and adjacent walls and windows shall be washed clean 3.7 MAINTENANCE A. Assume responsibility for proper care of turfed areas from time of completion of turfing operations on any part of the project and for duration of turf establishment period B. Cost of resodding required because of faulty operations or negligence on part of Contractor shall be borne by Contractor. Any areas so resodded shall have a turf establishment period beginning upon reseeding or resodding and a duration as specified above. Owner will assume risk for loss or damage due to beneficial occupancy of Project in any part, vandalism, damage by animals or fire, or losses due to curtailment of water by local authority, or due to “Acts of God” (floods, winds of 60 mph or more or heavy hail) C. Watering: Water turfed areas immediately after planting and thereafter as necessary to maintain adequate moisture for promotion of deep root growth. Apply water in such a way that ruts will not be made in the soil surface D. Mowing: Shall be required a minimum of once per week and cut to a height of 2 ½ inches. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 92 23 SODDING February 2024 32 92 23-5 Ditesco E. Protection: Provide temporary protective fences, barriers and signs where deemed necessary by Owner’s Representative F. Resodding: When directed by Owner’s Representative, resod areas on which sod is presumed dead; has been damaged, displaced, or weakened to point where its replacement is necessary; or has become heavily infested with weeds. Resodding shall be performed as specified herein for sodding and in a manner that will cause minimum disturbance to existing stand of grass. 3.8 ACCEPTANCE A. Upon written request by Contractor, or expiration of establishment period, whichever comes first, Owner’s Representative will inspect turfed areas B. At time of inspection, turf shall exhibit healthy, vigorous growth, shall be uniform in color and quality, and shall be reasonably free of weeds, diseases or other visible imperfections C. Any turf areas not accepted by Owner’s Representative shall be replanted and/or replaced D. Upon final acceptance of turf area, remove temporary fences, barriers and signs installed for protection of that area. Contractor will be relived of further responsibility for care and maintenance of accepted area END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 02 TOPSOIL February 2024 32 93 02-1 Ditesco SECTION 32 93 02 - TOPSOIL PART 1 GENERAL 1.1 SUMMARY A. Work Includes: Furnishing, stockpiling and placing topsoil on a previously prepared subgrade. B. Related Sections: 1. Section 32 93 23 – Sodding 1.2 QUALITY ASSURANCE: Submit soil analysis report for imported topsoil from an approved soil testing laboratory. Report shall cover soil textural classification (percentages of sand, silt, and clay), pH, % organic matter, and soluble salts (electric conductivity in millimos/centimeter), and shall include additive recommendations. Testing will be at the expense of the Contractor. 1.3 DELIVERY, STORAGE AND HANDLING: Do not deliver or place topsoil in frozen, wet, or muddy condition. 1.4 SUBMITTALS A. Local/Regional Materials: Indicate location of manufacturer facility including name, address and distance between manufacturing facility and the product site. Provide manufacturer’s documentation including location where the base materials were extracted, mined, quarried, harvested, etc. and the distance between this location and the project site. Include material costs, excluding cost of installation. PART 2 PRODUCTS 2.1 ON-SITE TOPSOIL: Topsoil previously stripped and stockpiled prior to earthwork operations. 2.2 IMPORTED TOPSOIL: All topsoil shall be a loam or sandy loam. At least 10 days prior to topsoil delivery, notify Project manager of the source(s) form which topsoil is to be furnished. Topsoil shall be furnished by the Contractor and shall be a natural, friable soil representative of productive soils in the vicinity. It shall be obtained from the top 12" of well drained areas. A. Fertile, friable, loamy soil, reasonably free from subsoil, refuse, roots, heavy or stiff clay, stones larger than 1 inch, coarse sand, noxious seeds, sticks, brush, litter, and other deleterious substances; suitable for the germination of seeds and the support of vegetative growth. The pH value shall be between 7.0 and 8.0. B. Soil Texture: Sand, 30 to 50 percent; silt, 30 to 50 percent; clay, 5 to 30 percent. C. % Organic Content: 2.9% minimum. D. Soluble Salts: Electric conductivity shall be less than 3.3 mmhos/cm for dryland areas and less than 5.1 mmhos/cm for irrigated lands. 2.3 LOCAL/REGIONAL MATERIALS A. Preference shall be given to materials that are manufactured, harvested, extracted, mined, quarried, etc. within a 500 mile radius of the project site. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 02 TOPSOIL February 2024 32 93 02-2 Ditesco PART 3 EXECUTION 3.1 PLACING TOPSOIL A. Scarify compacted subgrade to a 6-inch depth to bond topsoil to subsoil. Place topsoil to a minimum depth of 4-inches after settlement. Topsoil shall be free from weeds, sod, clods and stones larger than 1-inch, toxic substances, litter or other deleterious material. Spread evenly and grade to elevations and slopes shown. Hand rake areas inaccessible to machine grading. B. Utilize salvaged topsoil as the top layer to the extent available. If sufficient on-site material is not available, the Contractor shall furnish and install imported topsoil in the manner described above. END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 03 TREE PROTECTION February 2024 32 93 03-1 Ditesco SECTION 32 93 03 – TREE PROTECTION PART 1 GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings, and Division - 1 Specification sections apply to Work of this section. 1.2 SUMMARY: The work of this section consists of retention and protection of trees during the construction of the project. 1.3 GENERAL REQUIREMENTS A. City of Fort Collins Forestry Department may require a consulting arborist be hired to oversee the project. B. If it appears that the completion of the construction may cause damage to the branches of any tree, the Contractor shall contact the City of Fort Collins Forestry Department. Foresty Staff will make a determination as to whether such damage is eminent. C. To prevent or minimize soil compaction, designated routes for equipment and foot traffic by work crews shall be determined prior to commencing construction activities, and shall be indicated in the tree protection plan to be submitted by Contractor. These routes shall be marked at the site, prior to commencement of construction, with tree protection fencing and signage as specified in Paragraphs 3.6 and 3.7 of this section. A Tree Protection Plan shall be submitted and approved. D. Motorized equipment and trailers, including tractors, bobcats, bulldozers, trackhoes, trucks, cars, and carts shall not be allowed access within tree protection areas. Should access be necessary within designated tree protection areas, the existing grade shall be covered with six (6) to eight (8) inches of wood mulch to help distribute the weight of equipment and to minimize soil compaction and rutting. Plywood and/or mulch is not acceptable bridging material for driving over exposed tree roots. Exposed tree roots shall not be driven over. Forestry Department staff shall be notified and shall approve of the access and driving surface prior to its use. E. Materials and supplies shall not be stockpiled or stored within the tree protection area. Should temporary storage be necessary within designated tree protection areas, the existing grade shall be covered with double, overlapping sheets of ¾ inch thick plywood, or six (6) to eight (8) inches of wood mulch to help distribute the weight of materials or supplies and to minimize soil compaction. F. Under no circumstances shall any objects or materials be leaned against or supported by a tree's trunk, branches, or exposed roots. The attachment or installation to trees of any sign, cable, wire, nail, swing, or any other material that is not needed to help support the natural structure of the tree is prohibited. Standard arboricultural techniques such as bracing or cabling that are performed by professional arborists are acceptable upon approval by the Forestry Department. G. Appropriate tree pruning and/or removal permits must be secured prior to beginning work. 1.4 DEFINITIONS A. TREE PROTECTION AREA: Generally, a tree protection area should consist of the ground encompassing from 1.5 (minimum) to 2.0 times the distance between the trunk and dripline, or one linear foot away from the trunk base for every inch diameter of the trunk, whichever is greater. (See section below). Areas of ground covered by pavement, buildings, or other permanent structures where the presence of roots is minimal or negligible, are excluded. The TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 03 TREE PROTECTION February 2024 32 93 03-2 Ditesco area under or within the tree's dripline is also referred to as the "Critical Root Zone" (see below). 1. With groups of trees or where an array effect is present, there may be discontinuous (non- overlapping) perimeters of tree protection areas, which result in difficult to maintain or ineffective tree protection fencing. In these cases, even though tree protection areas do not overlap, they should be treated as though they do if the distance between the perimeters of such areas is less than thirty (30) feet. In effect, this will artificially enlarge the area of tree protection, but will result in a more clearly defined, manageable area. B. DRIPLINE: The outermost edge of the tree's canopy or branch spread. The area within a tree's dripline is all the ground under the total branch spread. C. CRITICAL ROOT ZONE: Generally, all of the ground area included in the dripline. D. DIAMETER (CALIPER): The size (in inches) of a tree's trunk is measured at: 1. six (6) inches above grade for trunk diameters up to and including four (4) inches; 2. twelve (12) inches above grade for trunk diameters from four (4) inches up to and including eight (8) inches; and 3. four and a half (4½) feet above grade for trunk diameters greater than eight (8) inches; in accordance with guidelines established in the "Guide for Plant Appraisal". All measurements should be rounded to the nearest inch. E. HIGH-VALUE SHRUB: Any specimen shrub with an appraised value of $100.00 or more. F. PROJECT CONSULTING ARBORIST: An independent consultant with a degree in a field related to arboriculture, and at least five years field experience in tree preservation or on-site monitoring of public works or construction projects involving tree retention and protection. The Consultant should be an active member in the American Society of Consulting Arborists and International Society of Arboriculture. 1.5 REFERENCE STANDARDS AND GUIDELINES A. Contractor shall comply with applicable requirements and recommendations of the most current versions of the following standards and guidelines. Where these conflict with other specified requirements, the more restrictive requirements shall govern. 1. ANSI Z133.1-1988: American National Standard for Tree Care Operations 2. ANSI A300-1994: Standard Practices for Trees, Shrubs and Other Woody Plant Materials 3. NATIONAL ARBORIST ASSOCIATION STANDARDS: Pruning, Cabling and Bracing, Fertilization 4. GUIDE FOR PLANT APPRAISAL-8 TH EDITION: Authored by the Council of Tree and Landscape Appraisers; published by the International Society of Arboriculture. PART 2 PRODUCTS NOT USED PART 3 EXECUTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 03 TREE PROTECTION February 2024 32 93 03-3 Ditesco 3.1 CONSTRUCTION REQUIREMENTS: This section provides standards and guidelines for the retention and protection of trees and high-value shrubs for any proposed public works or construction project. 3.2 DEMOLITION OF EXISTING CONCRETE: Caution should be used during removal of existing street, curb, gutter, sidewalk, drain inlets, and other concrete and asphalt demolition, to minimize injury to tree root systems. The following procedures should be used when removing existing concrete. A. Breaking of the existing concrete and asphalt for removal should be done in a manner that will minimize ground disturbance and vibration. B. Curbs and sidewalks within designated tree protection areas and critical root zones shall be removed by hand. When removing existing sidewalks and curbs, care should be taken to avoid injury to roots located under, over, or adjacent to paved surfaces. C. Roots and root-trunk flares growing over curbs should not be injured during breaking of curbs and removal of debris. Wood and bark tissues shall not be injured by striking tissues with equipment. D. During the removal of concrete, all root systems and soil areas exposed shall not be disturbed. E. Motorized equipment and trailers, including tractors, Bobcats, bulldozers, trackhoes, trucks, cars, and carts are to be limited to access on the existing paved street only. Access is not allowed behind the curb within tree protection areas. F. Should access be necessary within designated tree protection areas, the existing grade shall be covered with double, overlapping sheets of ¾ inch thick plywood, or six (6) to eight (8) inches of wood mulch to help distribute the weight of equipment and to minimize soil compaction and rutting. Plywood and/or mulch is not acceptable bridging material for driving over exposed tree roots. Exposed tree roots shall not be driven over. The Forestry Department shall be notified and shall approve of the access and driving surface prior to its use. 3.3 CONSTRUCTION OF SIDEWALKS, CURBS, CONCRETE, ASPHALT PAVING AND DRAINAGE INLETS: The following procedures shall be used when constructing sidewalks, curbs, concrete, asphalt paving, and drainage inlets. A. Keep all materials and equipment within the street bounded by existing curbs. B. Protect exposed roots from contamination by stabilization materials and concrete. C. Locate concrete washout areas away from roots and tree protection areas. D. When excavating for the construction of inlets, excavated soil shall be deposited in trucks and hauled off or deposited temporarily on ¾ inch thick plywood outside the critical root zone. Excavated and fill soil shall not be deposited, even temporarily, on unprotected natural grade. E. After proper pruning, as needed, cover exposed roots within thirty (30) minutes to minimize desiccation. Roots may be covered with soil, mulch, or moistened burlap (7 ounce or equivalent), and shall be kept moist during the period until the final grade is established. F. Where possible, sidewalks should be raised, narrowed, curbed, or relocated to prevent cutting and removing major roots (e.g. roots greater than three inches in diameter). G. Place a sheet of six (6) mil or thicker plastic over the grade within affected portions of tree protection areas prior to pouring concrete sidewalks, curbs, inlets, ramps, and driveway TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 03 TREE PROTECTION February 2024 32 93 03-4 Ditesco approaches. The plastic will assist in providing a non-leaching barrier between the concrete, soil and roots. H. Construct new sidewalks on, or above, the existing grade instead of excavating into root zones. The new grade shall not interfere with sheet-flow drainage. I. Limit grading to a maximum of two (2) inches of fill over natural grade within critical root zones. Fill should consist of sandy loam topsoil. Clay soils shall not be used as fill. When using fill soil, the existing surface to receive fill should be scarified prior to filling. Any filling operation should not occur during water saturated soil conditions. J. Existing soil may be used as a form for back of curb and gutter, with or without the use of a thin Masonite-type form, although a Masonite form is preferred. This will minimize excavation in the critical root zone and prevent undue injury to the roots. This method is unnecessary in areas outside the critical root zone. Place a layer of Typar BioBarrier between the curb and tree roots to help inhibit root growth that may exploit small cracks in the curb. Where appropriate, use curbs with discontinuous footings to maintain natural grade near the base of trees adjacent to the curbing, and to minimize injury to roots and root flares. K. Provide for easy concrete removal and replacement where an obvious raised root may cause sidewalk cracking in the future. This can be accomplished by installing an expansion joint on either side of the root or by etching the concrete on either side of the root to allow that particular section to be broken out and replaced. Compaction rating for the replacement walkway should not exceed 80% Proctor density. Tree roots will continue to slowly add girth every year; therefore, the base material needs to be malleable (e.g. suitable subgrade aggregates, crushed granite, or compacted sand) to prevent a fulcrum or pressure point which can crack or heave the walkway. L. Where appropriate, and under the direction of the Forestry Department staff, root restricting barriers can be installed with a minimal amount of disturbance. There are several promising landscape related materials used as barriers to root growth, especially away from sidewalks, curbs and streets. Three such materials are: 1. a stiff nylon woven fabric (Q899 nylon fabric with extra firm finish from Jason Mills, Westwood, NJ); 2. 14-mesh or smaller copper wire screen; and 3. Typar BioBarrier (REEMAY, Inc., Old Hickory, TN). The nylon fabric has holes approximately 1/26th-inch square separated by strands approximately 1/26th-inch thick, with strands fused together. Copper screen has been shown to be effective in controlling seedling root growth. Typar BioBarrier is a commercial product developed specifically to control roots of trees, and consists of a felt-like spun-bounded polypropylene fabric to which polyethylene pellets are attached at one and a half (1½) by one and a half (1½) inch spacing. The pellets are impregnated with the herbicide Trifluralin and release it slowly over time (many years). After a two (2) foot deep, narrow trench is dug adjacent to the curb, sidewalk, or other structure involved, and after any affected roots are properly pruned, the material of choice should be placed against the side of the wall closest to the roots that were severed (side of the wall farthest from the structure being protected). Note: This procedure should not be used if large, existing roots (four (4) inches or larger in diameter) will be severed. The nylon fabric and copper screen will constrict roots to the size of the openings in the material; beyond the constrictions, roots will be greatly stunted except for knobs that form against the barriers. The barrier should be installed at least eighteen (18) to twenty- four (24) inches deep (in a vertical plane). M. In areas where roots have to be removed for construction of drain inlets, roots shall be severed TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 03 TREE PROTECTION February 2024 32 93 03-5 Ditesco prior to excavation to eliminate unnecessary tearing of roots by equipment. 1. Excavate soil by hand at the construction cut limit to a depth of thirty (30) inches or to the depth of the required root cut, whichever is less. 2. Prune roots as specified in Paragraph 3.5 of this section. 3. Protect exposed roots as specified in Subparagraph 3.3E of this section. N. Concrete or chemicals spilled within tree protection areas should be completely removed. Contamination soil shall be completely removed at the time of the spill and removed by hand without disturbance to root systems. Appropriate soil should be added as necessary to restore the grade. 3.4 IRRIGATION OR UTILITY INSTALLATION A. PROTECTION OF TREES AND HIGH-VALUE SHRUBS: Contractor shall protect all trees and high- value shrubs from injury due to irrigation related work. All injuries to trees and high-value shrubs shall be mitigated to the satisfaction of the Owner, and, if appropriate in accordance with guidelines established in the "Guide for Plant Appraisal". All costs of such mitigating shall be charged to and paid by the Contractor. See Paragraph 3.9 of this section for definition of high value. 1. All irrigation lines shall be indicated on construction plans and pre-approved by the Forestry Department. Unless absolutely necessary, no irrigation lines shall be located within 10 feet of any existing tree trunk. (See following paragraphs). B. EXISTING TREES: The Forestry Department shall be notified prior to any trenching or excavation known or suspected to involve cutting of roots more than two inches in diameter. C. All trenching or other work under the dripline of any tree shall be done by hand or by other methods which will prevent breakage or other injury to branches and roots. D. Where it is necessary to excavate within the critical root zone of existing trees, contractor shall use all possible care to avoid injury to trees and tree roots. Excavation, in areas where two (2) inch diameter and larger roots occur, shall be done by hand with approved hand tools or by hydrovac excavation. Where possible, tree roots two (2) inches or larger in diameter shall be tunneled or bored under and shall be covered with moistened burlap to prevent excessive drying. E. Wherever a trenching machine exposes roots smaller than two (2) inches in diameter, such roots extending through the trench wall shall be hand pruned (see Paragraph 3.5 of this section). All trenches within critical root zones shall be closed within twelve (12) hours-if this is not possible, the trench walls shall be covered with burlap and kept moistened. Prior to backfilling, Contractor shall contact the Forestry Department to inspect the condition and treatment of roots larger than two (2) inches in diameter injured by trenching. F. Horizontal directional boring (auger tunneling), rather than open trenching, should be used for irrigation line or other utility installation within one half (½) foot linear distance from the trunk base for every inch of trunk diameter, if root disruption or utility installation occurs on no more than one side of the tree. If trenching or utility installation will occur on two or more sides of a tree trunk (e.g. N,S,E, or W), then horizontal directional boring should be used if line installation is within one (1) foot linear distance from the trunk base for every inch of trunk diameter. 3.5 ROOT PRUNING TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 03 TREE PROTECTION February 2024 32 93 03-6 Ditesco A. Tree roots shall not be pruned or cut unless their removal is unavoidable or absolutely necessary. The Forestry Department shall be notified prior to any operation known or suspected to involve cutting of roots more than two inches in diameter . B. Upon approval by the Forestry Department, prior to any excavation, removal of sidewalk, or other activity that will result in removal of soil and tree roots, all tree roots within a designated area will be pruned to a depth of fourteen (14) inches. Pruning shall occur with a Dosko Root Pruner, or equivalent, in accessible areas, and by hand in areas inaccessible to the root pruning machine. All other root pruning shall be done by hand with approved tools. C. Removal of roots greater than one (1) inch diameter or parts of roots that are injured or diseased should be performed as follows: 1. Preserve the root bark ridge (similar in structure and function to a branch bark ridge). Directional root pruning is the recommendation technique and should be used during hand excavation around tree roots. Roots are similar to branches in their response to pruning practices. With directional root pruning, objectionable and severely injured roots are properly cut to a lateral root, if possible, that is growing downward or in a favorable direction. 2. All roots needing to be pruned or removed shall be cut cleanly and perpendicularly with sharp hand tools, with oversight by the Forestry Department. No wound dressings shall be used. 3. Recommended root pruning tools: a. Scissor-type lopper. b. Scissor-type pruner. c. Large and small hand saws. d. Wound scriber. e. Trowel or small shovel. f. Garden Fork. g. Hand broom. D. Root Pruning Near Sidewalks 1. Root pruning should be done carefully, by hand, to achieve the objective of reducing future sidewalk problems as well as preserving the trees. Removing anchoring roots or causing injuries in anchoring roots and root flares can cause future decay and windthrow hazards. Indiscriminate cutting of vigorous roots results in their resprouting so that several more new roots may grow from the cut end, back under the sidewalk, thereby reducing the time between sidewalk repairs. Roots can be managed in the ground without significant harm to trees, if care is taken to avoid injuries that lead to root and trunk decay. 2. Directional root pruning is recommended because it considers the tree's response to root pruning and decay. With directional root pruning, roots are cut to a large lateral, if possible, that is growing downward or in a more favorable direction. The pruned root ends will be less likely to resprout, since a large lateral can assume the new terminal role TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 03 TREE PROTECTION February 2024 32 93 03-7 Ditesco of the root. 3. Proper removal of selected roots or parts of roots can direct roots away from sidewalks in the future. Procedures for root pruning directly next to sidewalks are as follows: a. Hand dig a trench six (6) to eight (8) inches in depth at the edge of the planting strip and sidewalk. b. Remove all roots less than two (2) inches diameter in this trench back to a desirable lateral root, preserving the root bark ridge. If careful excavation does not reveal a desirable lateral root within twelve (12) inches of the exposed root in question, then the exposed root shall be pruned properly so that a minimal amount of root is removed. c. Small root bundles, the source of future sidewalk problems, should also be removed at this time. E. All roots between two (2) and four (4) inches in diameter should be examined by the Forestry Department in terms of their role in anchoring the tree. 1. All roots that contribute significantly to anchorage should be preserved. Remove all other roots in this size range to sound, downward growing lateral roots that are at least one half (½) the size of the root being removed. 2. All roots larger than four (4) inches in diameter are to be preserved unless their removal is absolutely necessary. Preservation of large roots may require: a. reducing the sidewalk width near the root flare; and/or b. ramping or bridging the sidewalk over the roots to allow for root growth. F. Tree guying subsequent to root pruning: Upon review of on-site root pruning and constructing grading limits, the Forestry Department shall determine if existing trees subject to root pruning should be guyed or otherwise stabilized. Contractor shall retain a qualified tree service company to complete tree guying and stabilization in accordance with National Arborist Association standards as referenced in Section 5.00. 3.6 TREE PROTECTION FENCING A. Tree protection fencing should be installed one (1) feet behind the existing curb in areas where the street surface will be removed and replaced. Tree protection areas shall be designated on construction documents, and fencing locations should be staked for approval by the Project Manager and Forestry Department. B. Tree protection fences should be constructed of one of the following: 1. Galvanized chain-link - six (6) feet in height. Refer to drawings for installation details. Installation of post shall not result in injury to surface roots or root flares of trees. C. Fencing should be installed to completely surround the limits of tree protection areas, and should extend at least ten (10) feet beyond the designated construction limits. D. Tree protection fencing shall be installed prior to any site activity and shall remain until its removal is authorized by the Forestry Department. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 03 TREE PROTECTION February 2024 32 93 03-8 Ditesco 3.7 PROJECT SITE MONITORING A. As determined by the Forestry Department for projects of sufficient size to warrant such, a Project Consulting Arborist shall be retained to enforce and monitor the Tree Retention and Protection objectives. The project site should be monitored a minimum of two (2) times weekly-more frequently at the start of the project until all procedures and specifications are understood and properly executed by all parties. Specific monitoring schedules should be developed at preconstruction meetings and modified as deemed necessary by the appropriate parties. Schedules shall be relayed to the Forestry Department along with reports of site visits. 3.8 INJURIES TO EXISTING PLANTS - DAMAGE PENALTIES A. Tree and High-Value Shrub Appraisal: All trees and high-value shrubs will evaluated and appraised by the Forestry Department, and a list of all tree values for the project will be on file in the Construction Manager's office. Any tree or other plant requiring retention or protection that is not on the list shall be appraised by the Forestry Department as necessary to comply with this damage penalty. B. Documentation for appraisals will consist of : 1. measurement of plant size; 2. identification by common and botanical names; 3. current condition (overall health, injuries, overt hazard status, etc.) and 4. location factors as described in the "Guide for Plant Appraisal". Photographs may be taken of certain trees and shrubs to document debilitating condition factors. C. The threshold level for plants to be appraised shall be $100.00; only those trees and shrubs estimated to have a monetary value greater than $100.00 shall be appraised. D. Trees determined as requiring “general protection” or “special protection” in the construction areas and in other key locations should be clearly identified by the Forestry Department. Loss or partial injury to any of these trees due to Contractor neglect or improper construction activities will result in a penalty of up to treble damages for the assessed value of the trees as determined by the Forestry Department. Injury to a portion of these trees will be assessed by the Forestry Department and a corresponding portion of the liquidated damages will be assessed to the Contractor. E. A fine of one-thousand dollars ($1,000.00) will be levied against the Contractor for each incident of construction damage (including construction traffic) within designated tree protection areas. Any fine shall be independent of any applicable damages for the assessed value of the tree or tree part. F. Trees or roots visibly and unnecessarily injured will cause the Owner to withhold from the Contractor an assessed amount conforming to the requirements stipulated above, for a period of one full year. After that period the impact of the injury to any tree will be assessed by the Forestry Department. 3.9 SUBMITTALS A. Proposed methods and schedule for effectuating tree and other plant protection shall be submitted for approval. Contractor shall submit construction schedule which includes a time frame for work near existing plants. Approval of such shall be obtained from the Forestry TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS COLLECTION SYSTEM REPLACEMENT PROJECT 32 93 03 TREE PROTECTION February 2024 32 93 03-9 Ditesco Department prior to commencement of construction near tree protection areas. B. Proposed methods, materials, and schedule for root pruning, branch pruning, and other tree maintenance shall be submitted for approval. The Forestry Department shall mark the location of root pruning lines in the field prior to the operation. If possible, root pruning should occur between autumnal leaf fall and spring foliation. Root pruning during the growing season shall require approval of the Forestry Department. 3.10 TREE AND OTHER PLANT MAINTENANCE DURING AND AFTER COMPLETION OF CONSTRUCTION. A. Proper maintenance should include, but without limitation to: structural and remedial pruning; watering; mulching; remediating soil compaction; fertilization; insect and disease control; soil and tissue analysis; aeration; and wound treatment. B. The timing duration and frequency of necessary maintenance practices should be determined by the Forestry Department, based on factors associated with the site and affected plants. END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 05 00 COMMON WORK RESULTS FOR UTILITIES ____________________________________________________________________________________ February 2024 33 05 00 - 1 Ditesco SECTION 33 05 00 – COMMON WORK RESULTS FOR UTILITIES PART 1 GENERAL 1.1 SECTION INCLUDES A. Pipe and fittings for project utilities. B. Valves, fittings and specials. 1.2 RELATED SECTIONS A.Section 31 23 13—Earthwork and Trenching B.Section 33 05 23 – Sanity Sewer C.Section 33 06 00 – Manholes 1.3 REFERENCES A.ASTM D1784—Standard for Rigid Polyvinyl Chloride (PVC) Compounds B.ASTM D3212—Standard for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals C.ASTM F2881—Standard for Polypropylene (PP) Dual Wall Pipe and Fittings for Non-Pressure Storm Sewer Applications D.ASTM F477—Standard for Elastomeric Seals for Joining Plastic Pipe 1.4 SYSTEM DESCRIPTION A. Provide piping complete with all fittings, jointing materials, supports, anchors and necessary appurtenances 1.5 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Shop Drawings: Provide piping layout fabrication and assembly drawings with fitting dimensions. Provide sufficient information to verify compliance with specifications C. Product Data: Provide data on pipe materials, pipe fittings, valves and accessories. Provide manufacturer's catalog information with dimensions, material and assembled weight. Indicate pressure ratings for pipe, valves and hydrants D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements 1.6 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01 33 00 TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 05 00 COMMON WORK RESULTS FOR UTILITIES ____________________________________________________________________________________ February 2024 33 05 00 - 2 Ditesco B. Accurately record actual locations of piping mains, valves, connections, and top of pipe elevations C. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities 1.7 REGULATORY REQUIREMENTS A. Conform to all municipal codes and ordinances, laws and regulations of the state B. In case of apparent conflict, state and local requirements govern over these specifications C. In absence of state and local regulations, International Plumbing Code applies 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under manufacturer’s recommendations. B. Deliver and store valves and accessories in shipping containers with labeling in place in accordance with AWWA C500 C.Provide temporary end caps and closures on piping and fittings. Maintain in place until installation D.During loading, transporting and unloading, exercise care to prevent damage to material 1. Use slings, hooks, pipe tongs, or skids 2. Do not drop pipe or fittings 3. Do not roll or skid against pipe already on ground 4. Repair any damage done to coating or lining 5. Handle per manufacturer's recommendations 6. Store rubber gaskets in cool dark location 7. Store all material on wood pallets or timbers E. Adequately tag or otherwise mark all piping and fittings as to size PART 2 PRODUCTS 2.1 PIPE PRODUCTS A. The pipe products shall be specified in their respective Specification Sections. PART 3 EXECUTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 05 00 COMMON WORK RESULTS FOR UTILITIES ____________________________________________________________________________________ February 2024 33 05 00 - 3 Ditesco 3.1 EXAMINATION A. Carefully examine pipe and fittings for cracks, damage to linings, and other defects prior to installation B. Remove all defective pipe from site and replace C. Examine areas for weak or structural defects or deviations beyond allowable tolerances for piping clearances that adversely affect excavation and quality of Work D. Start installation only when conditions are satisfactory 3.2 PREPARATION A. Ream pipe and tube ends and remove burrs B. Remove scale and dirt, on inside and outside, before assembly C. Prepare pipe connections to equipment with flanges or unions D. Thoroughly inspect and clean interior of fire hydrants. Open and close hydrant to ensure parts are in working order, the valves seat properly and the drain valve operates E. Check packing gland and gland nut of fire hydrant for proper installation 3.3 BEDDING A. Excavate pipe trench in accordance with Section 31 23 13. Hand trim excavation for accurate placement of pipe to elevations indicated B. Place bedding material at trench bottom, level fill materials in one continuous layer not exceeding 6 inches compacted depth 3.4 INSTALLATION—PIPE A. Install as specified or in accordance with the manufacturer's recommendations B. Protect from lateral displacement by placing embedment evenly on both sides of pipe C. Do not lay pipe in water. Do not lay pipe under unsuitable weather or trench conditions D. Lay pipe with bell ends facing the direction of laying except when Engineer authorizes reverse laying E. Establish elevations of buried piping to ensure not less than 5 ft of cover F. Backfill trench in accordance with Section 31 23 13 G. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system 3.5 CONNECTION TO EXISTING PIPELINES A. Make connections between new and existing piping with suitable fittings TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 05 00 COMMON WORK RESULTS FOR UTILITIES ____________________________________________________________________________________ February 2024 33 05 00 - 4 Ditesco B. Schedule connection to minimize inconvenience to the Owner and customers and as authorized by Owner. Maximum allowable outage for tie-ins is 8 hrs. C. Provide facilities for adequate dewatering and disposal of water from dewatered line and excavations without damage to adjacent property 3.6 ERECTION TOLERANCES A. Establish invert elevations, slopes for drainage to 1/4 inch per foot, two percent minimum but never less than 1/8 per inch per foot. Maintain gradients 3.7 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01 45 00 END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – SANITARY SEWAGE UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 31 11 SANITARY SEWER ____________________________________________________________________________________ February 2024 33 31 11 - 1 Ditesco SECTION 33 31 11 –SANITARY SEWER PART 1 - GENERAL 1.1 DESCRIPTION A. Sanitary sewage piping, fittings, accessories and bedding 1.1 RELATED SECTIONS A. Section 31 23 13—Earthwork and Trenching B. Section 33 05 00 – Common Work Results for Utilities 1.2 REFERENCES A. ASTM D1784—Rigid Polyvinyl Chloride (PVC) Compounds B. ASTM D2321—Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe C. ASTM D3034—TYPE PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings D. ASTM D3212—Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals E. ASTM F477—Elastomeric Seals (Gaskets) for Joining Plastic Pipe F. ASTM F679—Polyvinyl Chloride (PVC) Large Diameter Plastic Gravity Sewer Pipe and Fittings A. ASTM D2412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading. B. ASTM D638 – Test Method for Tensile Properties of Plastics. 1.3 DEFINITIONS A. Bedding: Fill placed under, beside and directly over pipe, prior to subsequent backfill operations 1.4 SUBMITTALS A. Submit per the requirements of Section 01 33 00 Submittal Procedures B. Product Data: Provide data indicating pipe, pipe accessories, and standard dimensions C. Manufacturer's Installation Instructions: Indicate special procedures required to install Products specified. D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 1.5 PROJECT RECORD DOCUMENTS A. Accurately record location of pipe, pipe fittings, connections, cleanouts, invert elevations and coordinates at each pipe run (0.1’ vertically and horizontally) entrance and exit including all manholes. Record the elevation of the invert into the manhole, elevation of the drop invert, and TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – SANITARY SEWAGE UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 31 11 SANITARY SEWER ____________________________________________________________________________________ February 2024 33 31 11 - 2 Ditesco elevation of the pipeline exiting the manhole. Horizontal and vertical as-built elevations are required for all pipe joints. B. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities. 1.6 FIELD MEASUREMENTS A. Verify that field measurements and elevations are as indicated. 1.7 COORDINATION A. Coordinate any Work requiring temporary disruption of sanitary sewer connection with the Owner and Engineer a minimum of seven working days in advance. PART 2- PRODUCTS 2.1 PIPE MANUFACTURERS A. Diamond Plastics Corporation B. JM Eagle C. North American Pipe Corporation D. VinylTech Pipe E. North American Specialty Products (Certa-Flo) F. Or approved equal 2.2 MATERIALS A. Sanitary sewer pipe: 1. 4 through 15inch; SDR 35 (PS46) ASTMD3034 2. Cell classification: ASTM D3034 3. Pipe length: 14 to 20 feet standard manufactured length for construction B. Fittings: 1. Service connections shall be made using factory wye fittings, manufactured by: a. GPK Products, Inc. SDR 35 PSM PVC Wye, GxGxG fitting, ASTM D3034 and F1336 b. Or approved equal 2. Saddle wye and saddle tee fittings are not acceptable 3. Service couplings shall be Fernco Strong Back RC 1000 Series Couplings or approved equal C. Joints: 1. Integral bell, bell-and-spigot rubber gasketed joint, ASTM D3212 and F477 2. Internally cast bell with one sealing ring 3. Designed to hold pipe in alignment, provide flexibility, separate the ends of pipe lengths, resist applied earth pressures, and provide fluid tightness 4. Rubber rings: ASTM D3212 and F477 TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – SANITARY SEWAGE UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 31 11 SANITARY SEWER ____________________________________________________________________________________ February 2024 33 31 11 - 3 Ditesco 2.3 QUALITY CONTROL A. Identification Marks: Clearly and permanently marked at not greater than 5-foot intervals with pipe diameter, pipe classification, manufacturer, plant, shift, ASTM, pipe schedule or class. B. Testing per ASTM D2412, D3681, D638 1. Test products not manufactured in the U.S. at an acceptable laboratory in the U.S. 2. Pipe: Pipes shall be manufactured and tested in accordance with ASTM F679. 3. Joints: Coupling joints shall meet the requirements of ASTM D4161. 4. Stiffness: Minimum pipe stiffness when tested in accordance with ASTM D2412 shall normally be 115 psi. C. Pipe: Manufacture pipe by the centrifugal casting process to result in a dense, nonporous, corrosion-resistant, consistent composite structure. The interior surface of the pipes exposed to sewer flow shall provide crack resistance and abrasion resistance. D. Identification Marks: Clearly and permanently marked at not greater than 5-foot intervals with pipe diameter, PVC cell classification, manufacturer, plant, shift, ASTM, SDR (SCHD) E. Testing per ASTM D3034: a. Test products not manufactured in the U.S. at an acceptable laboratory in the U.S. PART 3- EXECUTION 3.1 EXAMINATION A. Examine pipe and fittings and do not use individual sections containing cracks, dents, abrasions, and other defects. Remove defective material from the site B. Mark rejected pipe and remove from the site C. Verify that trench cut is ready to receive work and excavations, dimensions, and elevations are as indicated on Drawings 3.2 PREPARATION A. Hand trim excavations to required elevations. Correct over excavation with coarse aggregate B. Remove large stones or other hard matter which could damage pipe or impede consistent backfilling or compaction C. Cutting: 1. Cut and bevel ends in accordance with manufacturer's standard instructions 2. Machine cut ends smooth and square to proper dimensions 3. Do not cut with a cold chisel, iron pipe cutter, or any other method that may fracture the pipe or leave ragged, uneven edges 4. Remove burrs and wipe off all dust and dirt from jointing surfaces 3.3 BEDDING A. Excavate pipe trench in accordance with Section 31 23 13 for work of this Section. Hand trim excavation for accurate placement of pipe to elevations indicated. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – SANITARY SEWAGE UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 31 11 SANITARY SEWER ____________________________________________________________________________________ February 2024 33 31 11 - 4 Ditesco B. Place minimum of 6 inches of bedding material at trench bottom, level and consolidate materials in accordance with Section 31 23 13. C. Place bedding to spring line of pipe or 12-inches above crown as indicated on the drawings, level and consolidate materials in accordance with Section 31 23 13. 3.4 INSTALLATION – PIPE A. Install pipe, fittings, and accessories in accordance with ASTM D2321 and manufacturer's instructions. Seal joints watertight B. Inspect pipe and accessories for defects before lowering into trench. Replace all defective, damaged or unsound pipe C. Remove all dirt and foreign material from the inside of pipe before laying D. Check bedding for firmness and uniformity of surface immediately before laying each section of pipe E. Carefully lower pipe, fittings, valves, and accessories into the trench with derricks, ropes, and other suitable equipment to prevent damage. F. Do not dump or drop pipe or accessories into trench G. Lay pipe to grades noted on Drawings: 1. Closely joint to form a smooth flow line H. Provide full support of pipe barrel over its entire length I. Place and tamp bedding under haunches of pipe up to spring line in previously dug bell holes J. Install bedding at sides and over top of pipe to minimum compacted thickness of 12 inches or as shown on the drawings, compacted to 70 percent of relative density K. Utilize implements, tools, and facilities per manufacturer instructions L. Keep pipe clean during and after laying M. Close all open ends with watertight expandable type sewer plugs or test plugs N. Remove and relay any pipe which has floated or changed grade O. Do not lay pipe when: 1. There is water in the trench 2. Trench conditions are unsuitable 3. Weather conditions are unsuitable P. Use acceptable adaptors at manhole and structure connections to provide a watertight seal and flexibility; provide a short length of pipe (between 3’ and 5’ long) outside each connection. 1. Concrete or grout “patching” shall not be considered an acceptable adaptor. Use Link Seal, manhole boot or approved equal; grout seal in place, both sides of manhole or vault. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – SANITARY SEWAGE UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 31 11 SANITARY SEWER ____________________________________________________________________________________ February 2024 33 31 11 - 5 Ditesco Q. Refer to Section 31 23 13 for trenching requirements. Do not displace or damage pipe when compacting R. Refer to Section 33 60 00 for manhole and cover requirements. 3.5 JOINTING A. Assemble in accordance with the manufacturer's instructions B. Wipe clean pipe ends, gasket and gasket groove before inserting gasket C. Apply lubricant furnished by the pipe manufacturer to the gasket and coupling end D. Utilize assembly tool per manufacturer instructions to center coupling in joint end as applicable E. Couple pipe to reference marks F. Check gasket location after assembly with a suitable gage: 1. Gasket locations to be the distance from the sleeve and recommended by the coupling manufacturer for the full circumference 2. If not within the required limits, disassemble and reassemble the joint 3.6 FITTINGS A. Install utilizing standard methods B. Lower into trench with rope, cable, chain, or other means to prevent damage C. Attach rope, textile sling or equal around the exterior D. Do not attach rope, or sling through the interior E. Carefully connect to pipe or other facility F. Check joint to insure a sound and proper joint G. Secure mechanical joint or coupling in place 3.7 FIELD QUALITY CONTROL A. Field inspection and testing will be performed B. Request inspection prior to and immediately after placing bedding C. Compaction testing will be performed in accordance with ANSI/ASTM D698, ASTM D2922, ASTM D3017 D. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no cost to the Owner E. Sewer collection pipe shall meet the requirements of the following tests. Furnish all equipment, labor and incidentals necessary and conduct tests in the presence of Engineer. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – SANITARY SEWAGE UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 31 11 SANITARY SEWER ____________________________________________________________________________________ February 2024 33 31 11 - 6 Ditesco 1.Air tests or ultrasonic waveform of individual pipe joints and alignment tests shall be used to test the sanitary sewer pipeline. 2.Vacuum tests and leakage tests shall be used to test the sanitary sewer manholes. F. Alignment Tests 1. Engineer or Owner may lamp each section of sewer between manholes to determine whether any displacement of the pipe has occurred. Provide suitable assistants to help. 2. Repair poor alignment, displaced pipe, or other defects discovered. G. Air Tests 1. Where no service line connections exist between manholes, use the following procedure: a. The Contractor shall perform these tests with suitable equipment specifically designed for air testing sewer pipe. A suitable gauge shall be used for readings not to exceed 15-pounds/square inch (PSI) maximum reading. The gauge shall be located at the surface. Flush and clean the sewer line prior to testing in order to wet the pipe surfaces and produce more consistent results. Plug and brace all openings in the main sewer line and the upper connections. Check all pipe plugs with a soap solution to detect any air leakage. If leaks are found release the air pressure, eliminate the leaks and start the test procedure over again. b. The line shall be plugged at each manhole with pneumatic plugs. Low pressure air shall be introduced into the plugged line until the internal pressure reaches four (4.0) PSIG. greater than the average back pressure of any ground water pressure that may submerge the pipe. At least two (2) minutes shall be allowed for the air temperature to stabilize before readings are taken and the time is started. c. If the time shown in Table 1 for the designed pipe size and length elapses before the air pressure drops 0.5 PSIG; section undergoing test shall be presumed to be free of defects. The test may be discontinued once the prescribed time has elapsed even though the 0.5 PSIG drop has not occurred. d. Brace all plugs sufficiently to prevent blowouts and vent the pipeline completely before attempting to remove the plugs. e. Provide pressurizing equipment with a relief valve set at 5 psi to avoid over pressurizing and damaging an otherwise acceptable line. f. All pipelines shall be tested for compliance with the specifications. If leaks are discovered, they shall be repaired by the Contractor as part of the work of laying this pipe and appurtenances and approved by the Engineer. g. All equipment and appurtenances shall be repaired or replaced and the tests repeated at the Contractor's expense until the pipe, appurtenances and equipment are in satisfactory compliance with these Contract Documents in the judgement of the Engineer. Table 1 - Time for Air Test (min:sec) Length of Pipe Section (ft) Pipe Dia. (in)100'150'200'250'300'350'400'450'500'>500’ 8 3:47 3:47 3:47 3:47 3:48 4:26 5:04 5:42 6:20 0.760 L 12 5:40 5:40 5:42 7:08 8:33 9:58 11:24 12:50 14:15 1.709 L 15 7:05 7:05 8:54 11:08 13:21 15:35 17:48 20:02 22:16 2.671 L 18 8:30 9:37 12:49 16:01 19:14 22:26 25:38 28:51 32:03 3.846 L 21 9:55 13:05 17:27 21:49 26:11 30:32 34:54 39:16 43:38 5.235 L 24 11:24 17:57 22:48 28:30 34:11 39:53 45:35 51:17 56:59 6.837 L 27 14:25 21:38 28:51 36:04 43:16 50:30 57:42 64:54 72:07 3.8 TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – SANITARY SEWAGE UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 31 11 SANITARY SEWER ____________________________________________________________________________________ February 2024 33 31 11 - 7 Ditesco 2. Where service line connections exist between manholes, only testing of individual pipe joints is required. a. Low pressure air shall be slowly introduced at each joint. Introduce air until the internal pressure reaches 4.0 PSIG greater than the average back pressure of any groundwater above the pipe, as shown in the soils report covering the area; but not greater than 9.0 PSIG. b. Duration of test per joint shall be 5 minutes. Duration of test shall be the same for all pipe sizes. c. If air pressure drop is less than 0.5 PSIG, the joint undergoing testing shall be presumed to be free of defects. H. Large Diameter Pipe. For pipes with diameters larger than 27-inches, perform individual joint pressure tests with a portable tester to 5 psi max with air or water in lieu of line infiltration, exfiltration or air testing as outlined above. The minimum allowable time allowable for pressure drop of 0.5 psi shall be 16 min for 100-ft of pipe. I. Ultrasonic Leak Detector 1. An ultrasonic leak detector may be used on individual pipe joints by placing the ultrasonic transmitter into the interior of the pipe where its signal will find holes in the pipe and or leaks in the joint. 2. With the transmitter located within the pipe to be tested, a hand-held ultrasonic detector wand shall be utilized to determine if there are holes or leaking joints by thoroughly maneuvering it around the full joint exterior (other than the bedding platform). The detector shall be capable of converting inaudible ultrasonic signals from the transmitter into audible tones and amplifying them so that holes in the pipe, rolled gaskets, or leaking joints in the pipe are easily detectible. 3. The Ultrasonic Leak Detector can be utilized on any sanitary sewer pipe material and with any joint. J. Vacuum Testing 1. Manholes shall be vacuum tested after assembly and prior to backfilling. a. Care shall be taken to affect a seal between the vacuum base and the manhole rim. Pipe plugs shall be secured to prevent movement while the vacuum is drawn. b. A vacuum of 10 inches of mercury shall be drawn. The time for the vacuum to drop to 9 inches of mercury shall be recorded. c. Acceptance shall be defined as when the time to drop to 9 inches meets or exceeds the following: Diameter Time to Drop 1" Hg 4 ft. 60 seconds 5 ft. 75 seconds 6 ft. 90 seconds 8 ft. 120 seconds d. If the manhole fails the test, make necessary repairs. Repairs and repair procedures must be acceptable to Engineer. e. If preformed plastic gaskets are pulled out during the vacuum test, the manhole shall be disassembled and the gaskets shall be replaced. K. Manholes and pipelines shall not have any visible leaks or damp spots. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – SANITARY SEWAGE UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 31 11 SANITARY SEWER ____________________________________________________________________________________ February 2024 33 31 11 - 8 Ditesco L. Repair and retest lines and manholes that fail tests until satisfactory results are obtained. M. Camera inspection will be performed by the Owner on all sewers. Sewers must pass camera inspection prior to acceptance. 3.8 TV CAMERA INSPECTION A. Prior to the start of construction, the Contractor shall inspect existing sanitary sewer mains and services that will be replaced during the scope of the project. 1. The mains and services shall be inspected using a tractor-mounted CCTV camera with a lateral service launcher. The tractor and service launcher shall be outfitted with a locatable sonde. 2. The service lines shall be inspected and located using the sonde from the intersection of the service and main to the edge of the right-of-way or utility easement. The services shall be inspected from the main. Camera footage and locates from cleanouts or from inside the residence are not acceptable. 3. The camera footage shall be provided to the Owner and Engineer for review and for the project file. B. Following the completion of the construction, the Contractor shall inspect the new sanitary sewer mains and services. 1. The mains and services shall be inspected using a tractor-mounted CCTV camera with a lateral service launcher. The tractor and service launcher shall be outfitted with a locatable sonde. 2. The service lines shall be inspected and located using the sonde from the intersection of the service and main to the edge of the right-of-way or utility easement. The services shall be inspected from the main. Camera footage and locates from cleanouts or from inside the residence are not acceptable. 3. The camera footage shall be provided to the Owner and Engineer for review and for the project file. 4. Camera inspection of the new sewer main and services shall be witnessed by the Engineer to verify acceptable installation. C. The Contractor shall submit the video format, quality, and make and model of the tractor-mounted camera prior to construction. D. Prior to the close of the warranty period, the City will perform an independent inspection of the new sewer main. END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 60 00 MANHOLES February 2024 33 60 00-1 Ditesco SECTION 33 60 00 – MANHOLES PART 1 GENERAL 1.1 SECTION INCLUDES A. Modular precast concrete manhole sections with tongue-and-groove joints, transition, frame, cover and accessories 1.2 RELATED SECTIONS A. Section 31 23 12—Earthwork and Trenching B. Section 33 31 13 – Sanitary Sewer C. Section 33 05 00 – Common Work for Utilities 1.3 REFERENCES A. ASTM A48—Gray Iron Castings B. ASTM A185—Steel Welded Wire Fabric, Plain, for Concrete Reinforcement C. ASTM A615—Deformed and Plain Billet-Steel Bars for Concrete Reinforcement D. ASTM C33—Concrete Aggregate E. ASTM C150—Portland Cement F. ASTM C478—Precast Reinforced Concrete Manhole Sections G. ASTM C913—Precast Concrete Water and Wastewater Structures H. ASTM C923—Resilient Connectors Between Reinforced Concrete Manhole Structures and Pipes I. ASTM D3753—Glass Fiber-Reinforced Polyester Manholes 1.4 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Shop Drawings: Indicate manhole locations, elevations, and sizes, locations and elevations of penetrations C. Product Data: Provide manhole covers, steps, component construction, features, configuration, and dimensions 1.5 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years documented experience 1.6 ENVIRONMENTAL REQUIREMENTS TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 60 00 MANHOLES February 2024 33 60 00-2 Ditesco A. Product suitable for use with water lines and within roadways. B. Water temperature: Range 5°C to 25°C PART 2 PRODUCTS 2.1 MATERIALS A. Reinforcement for cast in place bases: No. 5 Rebar 1. Reinforcing Steel: ASTM A615 Grade 60 2. Welded Wire Fabric: ASTM A185 B. Concrete 1. Minimum compressive strength: 4,000 psi at 28 days 2. Cement: ASTM C150, Portland Cement, Type II 3. Aggregates: ASTM C33, free of deleterious substances C. Precast Sections 1. Specifications: ASTM C478 2. Minimum wall thickness: 5 inch 3. Reinforcement: Welded wire fabric, ASTM A185 4. Grade rings as required 5. Precast base and first barrel section cast monolithically a. Provide with neoprene rubber pipe penetration gaskets, #40 durometer A, ASTM D2240 and stainless steel adjustable pipe clamps D. Manhole Sections: Fiber reinforced plastic ASTM D3753 E. Preformed Plastic Gaskets 1. Conformance: Fed. Spec. SS-S-00210 (GSA-FSS), Type 1, Rope Form. Primer Required 2. Diameter: 1-1/2 inch for 48-inch manhole; 2 inch for 60-inch manholes and larger 3. Acceptable Manufacturers: a. "Rub'r-Nek," K.T. Snyder Co. b. "Kent Seal No. 2," Hamilton-Kent Manufacturing Co. c. GS #44, or #79, General Sealants, Inc. d. ConSeal, CS202 TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 60 00 MANHOLES February 2024 33 60 00-3 Ditesco e. Or approved equal F. Castings: ASTM A48 with asphalt varnish coating hot dip applied at foundry, 6 mils thick G. Pipe and Fittings for Drop Manholes: ASTM C14, Class 2 concrete H. Manhole Steps: Steel bar, 2 inch Grade 60, drop-front type with polypropylene coating applied by manufacturer, Type MA Industries Inc. "PS2-PF" or accepted substitution I. Manhole Rings and Covers 1. Cast iron, heavy duty traffic type, ASTM A48, Class 30B. Grind bearing surfaces to ensure flat, true surfaces 2. Covers to seat at all points on ring 3. Word "SEWER" in flushed boss letters 4. Acceptable Manufacturers: a. Neenah – R1706 with type K cover pattern b. Deeter Foundry, Inc. – Model 1258 c. Castings, Inc. d. Or approved equal J. Cleanout Rings and Covers 1. Cast iron ASTM A48, Class 30B. Grind bearing surfaces to ensure flat, true surfaces 2. Covers to seat at all points on ring K. Manhole Height Adjustment: Use precast concrete grade rings. Manholes shall not be adjusted more than 8-inches using grade rings. L. Rock Subbase: 8” Minimum 3/4 inch minus, CDOT class 57/67, well-graded gravel M. Water: Clean and free of deleterious substances N. Grout: Provide non-shrink, minimum 3,000 psi grout. 1. Acceptable Manufacturers: a. Master Builders – Set Grout b. Sika USA – SikaGrout-212 2.2 FABRICATION A. Manhole Section 1. Precast concrete TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 60 00 MANHOLES February 2024 33 60 00-4 Ditesco 2. Minimum manhole inside diameter: 48-inch or as noted on drawings. 3. Provide eccentric cone manholes for all manholes. 4. Cones: Same or greater reinforcement and wall thickness as manhole section 5. Manhole steps: 12 inch on center, vertical alignment above largest bench 6. Joints: Keylock type with double mastic gaskets, each joint to set equally and tightly 7. Manhole opening: Minimum 24 inch clear PART 3 EXECUTION 3.1 EXAMINATION A. Verify items provided by other section of Work are properly sized and located B. Verify that built-in items are in proper location, ready for roughing into Work C. Verify excavation for manholes is correct 3.2 PREPARATION A. Rock Subbase: Remove water, excavate, and place 3/4 inch rock 8 inch minimum depth, vibrate for compaction 3.3 PLACING MANHOLE SECTIONS A. Place partial base pad or grade beams to support barrel sections B. Place manhole sections plumb and level, trim to correct elevations. C. Fill inside and outside of joint completely with non-shrink grout and trowel smooth D. Cure non-shrink grout using approved methods E. Set cover rings and covers level without tipping, to correct elevations F. Completed manholes shall be rigid and water tight G. Coordinate with other sections of work to provide correct size, shape, and location 3.4 PREFORMED GASKETS A. Remove and replace manhole sections which have chipped or cracked joints B. Thoroughly clean section joints C. Install gasket in conformance with manufacturer's recommendations D. Only use primer furnished by gasket manufacturer 3.5 MANHOLE RINGS AND COVERS TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES COLLECTION SYSTEM REPLACEMENT PROJECT 33 60 00 MANHOLES February 2024 33 60 00-5 Ditesco A. Place rings in bed of non-shrink grout on top of manholes B. Carry non-shrink grout over flange of ring C. Set top of ring flush with all surfaces subject to foot and vehicular traffic or as required by local jurisdiction D. Set top of ring 6 inches above surfaces in open, untraveled areas E. Use precast grade rings for height adjustment END OF SECTION SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z: \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s C o v e r . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 1 1 : 5 2 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX CIVIL ENGINEER CONTACT INFORMATIONFebruary, 2024 PROJECT LOCATION VICINITY MAP OWNER City of Fort Collins Jason Stutzman, P.E. Projects Manager City of Fort Collins Utilities 700 Wood Street Fort Collins, Colorado 80521 (970) 222-1708 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R Ditesco Dan Egger, P.E. 2133 S. Timberline Road, Suite 110 Fort Collins, Colorado 80525 (719) 964-0973 CERTIFICATION STATEMENT:DISCLAIMER STATEMENT: BENCHMARKS Coordinate Control VERTICAL DATUM: HORIZONTAL DATUM: CO V E R S H E E T NT S FC 2 0 2 3 I m p r o v e m e n t s C o v e r . d w g C001 1 CITY OF FORT COLLINS2023 COLLECTION SYSTEMIMPROVEMENTS UTILITY PLANS FOR SURVEYOR Majestic Surveying Steven Parks, PLS 1111 Diamond Valley Drive, Suite 104 Windsor, Colorado 80550 (970) 443-0882 SHEET INDEX INDEX NO. SHEET NO.DESCRIPTION COVER AND GENERAL NOTES 1 C001 COVER SHEET 2 C002 GENERAL NOTES OVERALL SHEETS 3 C101 PHASING PLAN 4 C102 TRAFFIC CONTROL PLAN 5 C103 TRAFFIC CONTROL PLAN EROSION CONTROL SHEETS 6 C201 EROSION CONTROL PLAN 7 C202 EROSION CONTROL PLAN 8 C203 EROSION CONTROL NOTES 9 C204 EROSION CONTROL DETAILS EXISTING CONDITIONS DEMOLITION AND UTILITY SHEETS 10 C301 MAPLE, NORTH SHIELDS, AND CHERRY DEMOLITION & UTILITY PLAN 11 C302 BEAVERE'S ALLEY DEMOLITION & UTILITY PLAN 12 C303 SOUTH LOOMIS AVENUE DEMOLITION & UTILITY PLAN 13 C304 NORTH MELDRUM DEMOLITION & UTILITY PLAN 14 C305 NORTH MELDRUM & SOUTH MELDRUM DEMOLITION & UTILITY PLAN 15 C306 POTHOLE TABLE SANITARY SEWER PLAN AND PROFILE SHEETS 16 C401 SANITARY SEWER LINE A PLAN & PROFILE STA 10+00 - STA 12+10 17 C402 SANITARY SEWER LINE A PLAN & PROFILE STA 12+10 - STA 14+20 18 C403 SANITARY SEWER LINE A PLAN & PROFILE STA 14+20 - STA 15+40 19 C404 SANITARY SEWER LINE A PLAN & PROFILE STA 15+40 - END 20 C405 SANITARY SEWER LINE B PLAN & PROFILE STA 10+00 - STA 12+00 21 C406 SANITARY SEWER LINE B PLAN & PROFILE STA 12+00 - END 22 C407 SANITARY SEWER LINE C PLAN & PROFILE STA 10+00 - STA 12+00 23 C408 SANITARY SEWER LINE C PLAN & PROFILE STA 12+00 - STA 13+80 24 C409 SANITARY SEWER LINE C PLAN & PROFILE STA 13+80 - END 25 C410 SANITARY SEWER LINE D PLAN & PROFILE STA 10+00 - STA 12+00 26 C411 SANITARY SEWER LINE D PLAN & PROFILE STA 12+00 - STA 13+80 27 C412 SANITARY SEWER LINE D PLAN & PROFILE STA 13+80 - STA 15+80 28 C413 SANITARY SEWER LINE D PLAN & PROFILE STA 15+80 - STA 17+80 29 C414 SANITARY SEWER LINE D PLAN & PROFILE STA 17+80 - STA 19+80 30 C415 SANITARY SEWER LINE D PLAN & PROFILE STA 19+80 - END 31 C416 SANITARY SEWER LINE E PLAN & PROFILE STA 10+00 - STA 12+00 32 C417 SANITARY SEWER LINE E PLAN & PROFILE STA 12+00 - END SURFACE RESTORATION SHEETS 33 C501 SURFACES REMOVAL AND REPLACEMENT PLAN 34 C502 SURFACES REMOVAL AND REPLACEMENT PLAN DETAIL SHEETS 35 C601 SANITARY SEWER GENERAL SITE DETAILS SUBSURFACE UTILITY ENGINEERING SHEETS 36 SU01 SUBSURFACE UTILITY ENGINEERING PLAN 37 SU02 SUBSURFACE UTILITY ENGINEERING PLAN 38 SU03 SUBSURFACE UTILITY ENGINEERING PLAN 39 SU04 SUBSURFACE UTILITY ENGINEERING PLAN 40 SU05 SUBSURFACE UTILITY ENGINEERING PLAN 41 SU06 SUBSURFACE UTILITY ENGINEERING POTHOLE TABLE 42 SU07 SUBSURFACE UTILITY ENGINEERING POTHOLE TABLE 43 SU08 SUBSURFACE UTILITY ENGINEERING POTHOLE PHOTOS 44 SU09 SUBSURFACE UTILITY ENGINEERING POTHOLE PHOTOS 45 SU10 SUBSURFACE UTILITY ENGINEERING POTHOLE PHOTOS 46 SU11 SUBSURFACE UTILITY ENGINEERING POTHOLE PHOTOS 47 SU12 SUBSURFACE UTILITY ENGINEERING POTHOLE PHOTOS 48 SU13 SUBSURFACE UTILITY ENGINEERING POTHOLE PHOTOS SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s C o v e r . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 1 1 : 5 2 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX GE N E R A L N O T E S NT S FC 2 0 2 3 I m p r o v e m e n t s C o v e r . d w g C002 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R B. Street Improvement Notes C. Traffic Signing and Pavement Marking Construction Notes D. Utility Notes E. Floodplain Notes GENERAL NOTES (City of Fort Collins)A. Grading and Erosion Control Notes IIIIIIIIIIII IIII I I I II I II II II II IIIIII IIIIIII IIIII II I III II IIII IIIIII IIIIII IIIIII IIIIIIIIIIII II I I I I III I I I II I I II I II I I I I I I I I I IIIIII I I I I II IIIII I II III I I I I I I I IIIIII I I I I I I IIIIII IIIII I II I III II I I I I I II IIIIIII I I III I II IIII I I I IIII I I IIII I III I I I II III I I I I I II I I I III I I I I I I IIIII I I IIIII III II I III I I I IIIII I IIII II I IIIII II I III I I III I II I I I I IIIIII I I I I I I I I I I I I I III II II I I II IIIII I IIIIII IIIIII IIIIII I I I I I I ElectricVault CC T HYD CC CC CC CC CC CC CC CC CCCC CCCC CC CC CC W W V W ElectricVaultElectricVaultElectric TT T ElectricElectric CCCC CC CC CC CC CC CC CC CCCC CCCC CC CC CCCC CC CC D W V W V W V D H YD HYD ElectricVault T STOP STOP W V STOP CC CC CC CC CCCC CC CC W V W V W VW V CCCC CC CC CC CC CCCC CCCC CC CC CC CC CCCC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CCCC Electric Electric Electric Electric Electric Electric Electric Electric Elec HYD D W V W V W V W V W V W V W VW V W V W V W V Electric Electric H2O W W W W W W W W W W D STOP STOP H YD M M D H2O STOP D CC H YD HYD 8'' SS 8' ' S S 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S SSS SS S S S S S S S S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GA S F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO E E Fiber OVault FO Fiber OVault Fiber OVault Fiber OVault Fiber OVault FO Fiber OVault Fiber OVault Fiber OVaultFiber OVault Fiber OVault Fiber OVault 12'' SS 6'' W 8'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 8'' W 8'' W 6'' W 6'' W 16 ' ' W 16 ' ' W 8'' W 8'' W 16 ' ' W 16 ' ' W 16 ' ' W 6'' W 6'' W 6'' W 16'' W 16'' W 4' ' W 4' ' W 4' ' W 8' ' W 8' ' W 12'' W 12'' W12'' W 12'' W 16'' W 16'' W 16'' W 16'' W 16'' W 4' ' W 4' ' W 4' ' W 8'' W 8'' W 4' ' W 4' ' W 6'' W 6'' W 6' ' W 6' ' W Maple Street No r t h S h i e l d s S t r e e t Cherry Street Beaver's Alley So u t h L o o m i s A v e n u e West Oak Street No r t h M e l d r u m S t r e e t Maple Street LaPorte Avenue So u t h M e l d r u m S t r e e t West Olive Street West Mountain Avenue 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 10 ' ' S S 10 ' ' S S C.O. C.O. SSMH A1 SSMH A3 SSMH A2 SSMH A4 SSMH A5 EX SSMH C1 SSMH C2 EX SSMH B1SSMH B4 EX SSMH D1 SSMH D3 SSMH D5 SSMH D6 SSMH D7 SSMH E2 EX SSMH E1 SANITARY SEWER LINE A MAPLE, NORTH SHIELDS AND CHERRY SANITARY SEWER LINE B BEAVER'S ALLEY SANITARY SEWER LINE C SOUTH LOOMIS SANITARY SEWER LINE D NORTH MELDRUM SANITARY SEWER LINE E SOUTH MELDRUM SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s P h a s i n g . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 4 : 1 0 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX PH A S I N G P L A N 1" = 2 0 0 ' FC 2 0 2 3 I m p r o v e m e n t s P h a s i n g . d w g C101 3 SCALE: 1" =200' 0200'200' 400' 600' (True scale for 22x34 sheet size) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PHASING NOTES NORTH MELDRUM: BEAVER'S ALLEY: GENERAL NOTES: LEGEND: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIII I IIIII I IIIII I I I I I I IIIIII I I I I I I II I I I I I I I I II I III I I I I III I I II I I I II I I I I II III I I III II III III II I I I I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III I II III I II I IIIII II III I I I I I I I II I II I I II I II I I IIII I III I I IIIIII IIIIII IIIIII II III I IIII II I I II II IIIIII IIII II IIII II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III I II IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ElectricVault CC T H Y D CC CC CC CC CC CC CC CC CCCC CCCC CC CC CC W W V W ElectricVault ElectricVaultElectric 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS SSS SS GAS GAS GAS GASGASGASGAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E Fiber OVault FO Fiber OVault SS SS GA S WW W E 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 10 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W W W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS SSMH A1 SSMH A3 SSMH A2 SSMH A4 SSMH A5 APPROXIMATE CLOSURE LIMITS APPROXIMATE CLOSURE LIMITS APPROXIMATE CLOSURE LIMITS 2 1 3 5 5 2 4 1 2 4 2 5 53 21 2 1 Maple Street No r t h S h i e l d s S t r e e t Cherry Street I I I I I I I IIIII II IIII III III I IIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII I I I I I I XXXX XOHEOHE OHE OHETT T ElectricElectric8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS S FO FO FO E Fiber OVault 10 ' ' W 10'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSC.O. C.O. EX SSMH B1 SSMH B4 APPROXIMATE CLOSURE LIMITS NOTE: CONTRACTOR IS PROHIBITED FROM USING PARKING LOT OUTSIDE THE TCE MAINTAIN ACCESS FOR STORE DELIVERIES 3 3 2 2 Beaver's Alley No r t h S h i e l d s S t r e e t PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT SSMH B3 SSMH B2 SS IIIIII IIIIII IIIIII IIIIII IIIIIIII I I I I I I I I I I I I I I I I I I I I I I IIIIII I I I I I I IIII I I I I I III IIII I I III I I I I I I I II III I II III I I I IIII I I IIIIII IIIIII I III I I IIIIII IIIIII II III I I I I III I I I I II IIII I I I I IIII I I IIII IIIII I IIIIIIIIIIIIIIIIIIIIIIII III I I I I I I I I I I IIII I I I I I I I I I I I I I I I I I I I II I I I I I I I I II I IIIII IIII I I I I I I I I I I I III II I I I I III I I I IIIIII I I I I I I I I I I I I I I I I I I I I I I I I IIIIII I IIIII I I I I I I IIIIII IIIIII I I I III IIIIII IIIIII OHEOHE CCCC CC CC CC CC CC CC CC CCCC CCCC CC CC CCCC CC CC D W V W V W V D H YD H YD ElectricVault T STOP STOP W V 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS W W W W FO FO FO FO F O F O E Fiber OVault Fiber OVault FO SS SS SS SS SS SS SS SS SS GAS 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W 6'' W 16 ' ' W 16 ' ' W 16 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 6'' W 6'' W 6'' W 6'' W 6'' W W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S NOTE: CONTRACTOR TO MAINTAIN TROLLEY ACCESS DURING CONSTRUCTION EX SSMH C1 SSMH C2 APPROXIMATE CLOSURE LIMITS 1 11 2 2 3 3 22 1 So u t h L o o m i s A v e n u e West Oak Street West Mountain Avenue SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s T r a f f i c . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 2 1 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX TR A F F I C C O N T R O L P L A N 1" = 4 0 ' FC 2 0 2 3 I m p r o v e m e n t s T r a f f i c . d w g C102 4 SCALE: 1" =40' 040'40' 80' 120' (True scale for 22x34 sheet size) TRAFFIC CONTROL NOTES: 1 TRAFFIC CONTROL TAGS: 3 4 5 2 LEGEND: 10'' W FO E E GAS GAS 8'' SS W V S H YD D Electric W Fiber O Vault SS SS W W 8'' SS X MAPLE, NORTH SHIELDS AND CHERRY BEAVER'S ALLEY SOUTH LOOMIS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R I I II I I I I I I I I IIIIII IIIIII IIIII I IIII II IIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII I IIIII IIII I I IIIIII III I II IIIIII IIIIII II II I I III I II I II I II IIIIII II I I II IIIIII I I IIII I I I I II IIII I I I I I I I I I IIIII I IIIII I I IIII IIIII I III III II II I I III I II II I I I I III I I I III I I I IIIIII I I I I I I IIIIII I I I II I I I I II I III II I II I III III I II I III I I III I I I I III I I I IIIII IIIIII IIIIII IIIIII II II II I IIIII II IIII IIIII I IIIIII II II II II III I IIIIII IIIII I II I I II IIIII I IIIIII IIIIII I II III III I II III III IIIII I II III I I I II I I I I III I II I III III I I I III III I III II I I I I I I I I I I I I I I I I I I I III II I IIII I I I I III IIIIII II IIII I I IIII III I I I IIIII I I IIIII III II I IIIIII IIIIII 8' ' S T 8' ' S T CCCC CC CC CC CC CCCC CCCC CC CC CC CC CCCC CC CC CC CC CC CC CC CC CC CC Electric W V W V W V W V W V W W W W D STOP STOP H YD M M D H2O STOP D CC H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W FOFOFOFOFOFOFO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOEEFiber OVault Fiber OVault 8' ' S S 8' ' S S 12'' SS 12'' SS 12'' SS 12'' SS12'' SS12'' SS 8'' SS8'' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W GAS 16'' W 16'' W 16'' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 8'' W 8' ' W 12'' W 12'' W 12'' W 4' ' W 16'' W 12'' W 12'' W 12'' W 12'' W 12'' W 16'' W 16'' W 16'' W 4' ' W 8' ' S S 8' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S APPROXIMATE CLOSURE LIMITS EX SSMH D1 SSMH D3 SSMH D5 SSMH D2 SSMH D4 55 5 5 1 1 4 4 4 4 4 4 1 1 1 5 5 No r t h M e l d r u m S t r e e t Maple Street LaPorte Avenue III I I I I I I I II I I IIII IIIIII I I I I I I IIIIII I I I III IIIII I I IIIII III II I I IIIII I III II I I I I II I I IIII I I I I I I I I I I I I I I III I I I III I I IIII I I III I I I IIII I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I IIII I I II I I I I I I I II I IIIIIIIIIIIIIIIIIIIIIIII I I I I I I IIIIII I I I III I I III I I I III I II II II II II II I IIIII IIII I I I I I I I I II I I I I III I I I I I III I I III I I I I I III III II I II I I I I II I I I I I I I I I I III I I I I III I I I IIII I I I I I II I I I I I I IIIIII I I I I I I IIIIII I I I I I I I I I I I I IIII II III II I IIII I I I I III I II I III III I I I I III I I I IIIII IIIIII IIIIII IIIIII I II II I I IIIII II IIII I I I I II I I I I I I II II II II III I I I I I I I 8' ' S T 8' ' S T W CC CC CC CC CC CC CC CC CC CC CC CCCC Electric Electric Electric Electric W V W V W V W V Electric W W W W W W D STOP STOP H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GASGAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W FOFOFOFOFOFO FO FO F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO E E E E E E E E E E E Fiber OVault Fiber OVault Fiber OVault 8'' SS8'' SS SS SS SS SS SS SS SS SS SS SSSS GAS GAS GAS 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 12'' W 12'' W 12'' W12'' W 12'' W 12'' W 12'' W 12'' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S APPROXIMATE CLOSURE LIMITS NOTE: CONTRACTOR TO MAINTAIN ACCESS TO APARTMENT COMPLEX PARKING LOT DURING CONSTRUCTION SSMH D5 SSMH D6 SSMH D7 SSMH D4 55 5 5 1 55 1 1 4 4 4 LaPorte Avenue No r t h M e l d r u m S t r e e t I II I II I IIIII IIII I I IIIIII IIIIII III II I II II I I IIIII I I III II II II II II I I I I I I IIII I I I I I I I I I III I IIIII IIIII I II I I I I I I II I I I II I I I II I I I I I I I III IIIII I II IIII I I I III IIIIII IIIIII IIIIII I I I I I I IIIIII IIIIII II I I I I I I I I I I IIIIII IIIIII I I I I I I IIIIII I I I I I I I II I I I I I I III IIIIII I I I I I I I I I I I I I I I I I I I I I I I I IIIIII IIIIII IIII II I I I III I I I I I I IIIIIIIIIIII STOP CC CC CC CC CC CC CC CC W V W V W VW V Electric Electric Electric Elec HYD D W V W V W V W V W V Electric H2O H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W W W W W W F O FO F O F O FO FO FO FO FO FO FO FO FO FOFOFOFOFOFO FOFO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E Fiber OVault Fiber OVault SSSS W GAS 6' ' W 6' ' W 6' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S SSMH E2 EX SSMH E1 1 1 1 1 1 4 4 4 4 5 5 5 5NOTE: CONTRACTOR TO MAINTAIN ACCESS TO OTTERBOX PARKING LOT DURING CONSTRUCTION APPROXIMATE CLOSURE LIMITS So u t h M e l d r u m S t r e e t West Olive Street West Oak Street SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s T r a f f i c . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 2 1 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX TR A F F I C C O N T R O L P L A N 1" = 4 0 ' FC 2 0 2 3 I m p r o v e m e n t s T r a f f i c . d w g C103 5 SCALE: 1" =40' 040'40' 80' 120' (True scale for 22x34 sheet size) MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET TRAFFIC CONTROL NOTES: 1 TRAFFIC CONTROL TAGS: 3 4 5 2 LEGEND: 10'' W FO E E GAS GAS 8'' SS W V S H YD D Electric W Fiber O Vault SS SS W W 8'' SS X NORTH MELDRUM NORTH MELDRUM SOUTH MELDRUM CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIII I IIIII I IIIII I I I I I I IIIIII I I I I I I II I I I I I I I I II I III I I I I III I I II I I I II I I I I II III I I III II III III II I I I I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III I II III I II I IIIII II III I I I I I I I II I II I I II I II I I IIII I III I I IIIIII IIIIII IIIIII II III I IIII II I I II II IIIIII IIII II IIII II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III I II IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ElectricVault CC T H Y D CC CC CC CC CC CC CC CC CCCC CCCC CC CC CC W W V W ElectricVault ElectricVaultElectric 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS SSS SS GAS GAS GAS GASGASGASGAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E Fiber OVault FO Fiber OVault SS SS GA S WW W E 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 10 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W W W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS SSMH A1 SSMH A3 SSMH A2 SSMH A4 SSMH A5 Maple Street No r t h S h i e l d s S t r e e t Cherry Street RSRSRS RS RS RS RS RSRS RS RS RS RS RS I I I I I I I IIIII II IIII III III I IIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII I I I I I I XXXX XOHEOHE OHE OHETT T ElectricElectric8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS S FO FO FO E Fiber OVault 10 ' ' W 10'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSC.O. C.O. EX SSMH B1 SSMH B4 Beaver's Alley No r t h S h i e l d s S t r e e t SF SF SF SF SF SF SF SFSF SF SSMH B3 SSMH B2 SFSF SF S F SF SF SF SF SF SF SF SF SS IIIIII IIIIII IIIIII IIIIII IIIIIIII I I I I I I I I I I I I I I I I I I I I I I IIIIII I I I I I I IIII I I I I I III IIII I I III I I I I I I I II III I II III I I I IIII I I IIIIII IIIIII I III I I IIIIII IIIIII II III I I I I III I I I I II IIII I I I I IIII I I IIII IIIII I IIIIIIIIIIIIIIIIIIIIIIII III I I I I I I I I I I IIII I I I I I I I I I I I I I I I I I I I II I I I I I I I I II I IIIII IIII I I I I I I I I I I I III II I I I I III I I I IIIIII I I I I I I I I I I I I I I I I I I I I I I I I IIIIII I IIIII I I I I I I IIIIII IIIIII I I I III IIIIII IIIIII OHEOHE CCCC CC CC CC CC CC CC CC CCCC CCCC CC CC CCCC CC CC D W V W V W V D H YD H YD ElectricVault T STOP STOP W V 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS W W W W FO FO FO FO F O F O E Fiber OVault Fiber OVault FO SS SS SS SS SS SS SS SS SS GAS 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W 6'' W 16 ' ' W 16 ' ' W 16 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 6'' W 6'' W 6'' W 6'' W 6'' W W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S EX SSMH C1 SSMH C2 So u t h L o o m i s A v e n u e West Oak Street West Mountain Avenue RSRS RSRS RSRS RSRS IPIP IP SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E r o s i o n C o n t r o l . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 2 : 4 8 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX ER O S I O N C O N T R O L P L A N 1" = 4 0 ' FC 2 0 2 3 I m p r o v e m e n t s E r o s i o n C o n t r o l . d w g C201 6 SCALE: 1" =40' 040'40' 80' 120' (True scale for 22x34 sheet size) LEGEND: NOTES: IP RS 10'' W 8'' SS W V S HYD D Electric W Fiber O Vault SS SS W W 8'' SS X SFSF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R IP RS I I II I I I I I I I I IIIIII IIIIII IIIII I IIII II IIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII I IIIII IIII I I IIIIII III I II IIIIII IIIIII II II I I III I II I II I II IIIIII II I I II IIIIII I I IIII I I I I II IIII I I I I I I I I I IIIII I IIIII I I IIII IIIII I III III II II I I III I II II I I I I III I I I III I I I IIIIII I I I I I I IIIIII I I I II I I I I II I III II I II I III III I II I III I I III I I I I III I I I IIIII IIIIII IIIIII IIIIII II II II I IIIII II IIII IIIII I IIIIII II II II II III I IIIIII IIIII I II I I II IIIII I IIIIII IIIIII I II III III I II III III IIIII I II III I I I II I I I I III I II I III III I I I III III I III II I I I I I I I I I I I I I I I I I I I III II I IIII I I I I III IIIIII II IIII I I IIII III I I I IIIII I I IIIII III II I IIIIII IIIIII 8' ' S T 8' ' S T CCCC CC CC CC CC CCCC CCCC CC CC CC CC CCCC CC CC CC CC CC CC CC CC CC CC Electric W V W V W V W V W V W W W W D STOP STOP H YD M M D H2O STOP D CC H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W FOFOFOFOFOFOFO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOEEFiber OVault Fiber OVault 8' ' S S 8' ' S S 12'' SS 12'' SS 12'' SS 12'' SS12'' SS12'' SS 8'' SS8'' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W GAS 16'' W 16'' W 16'' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 8'' W 8' ' W 12'' W 12'' W 12'' W 4' ' W 16'' W 12'' W 12'' W 12'' W 12'' W 12'' W 16'' W 16'' W 16'' W 4' ' W 8' ' S S 8' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S EX SSMH D1 SSMH D3 SSMH D5 No r t h M e l d r u m S t r e e t Maple Street LaPorte Avenue IP IP IP IP IP IP RS RS RSRS RSRS IP IP SSMH D2 SSMH D4 III I I I I I I I II I I IIII IIIIII I I I I I I IIIIII I I I III IIIII I I IIIII III II I I IIIII I III II I I I I II I I IIII I I I I I I I I I I I I I I III I I I III I I IIII I I III I I I IIII I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I IIII I I II I I I I I I I II I IIIIIIIIIIIIIIIIIIIIIIII I I I I I I IIIIII I I I III I I III I I I III I II II II II II II I IIIII IIII I I I I I I I I II I I I I III I I I I I III I I III I I I I I III III II I II I I I I II I I I I I I I I I I III I I I I III I I I IIII I I I I I II I I I I I I IIIIII I I I I I I IIIIII I I I I I I I I I I I I IIII II III II I IIII I I I I III I II I III III I I I I III I I I IIIII IIIIII IIIIII IIIIII I II II I I IIIII II IIII I I I I II I I I I I I II II II II III I I I I I I I 8' ' S T 8' ' S T W CC CC CC CC CC CC CC CC CC CC CC CCCC Electric Electric Electric Electric W V W V W V W V Electric W W W W W W D STOP STOP H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GASGAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W FOFOFOFOFOFO FO FO F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO E E E E E E E E E E E Fiber OVault Fiber OVault Fiber OVault 8'' SS8'' SS SS SS SS SS SS SS SS SS SS SSSS GAS GAS GAS 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 12'' W 12'' W 12'' W12'' W 12'' W 12'' W 12'' W 12'' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S SSMH D5 SSMH D6 SSMH D7 LaPorte Avenue No r t h M e l d r u m S t r e e t IP IP IP IP RSRS RSRS RSRS RS RS SSMH D4 II III I II I I I I I I I III I I I I I I I I I I I I I I II II I II III IIIII I II I II I I II II I I IIIII III I I I IIIIII IIII I I II I I I I I I I I II I I I I I I III III II IIII I I I I I I I I I III IIIII I II IIII I I I III IIIIII IIIIII I II I I I I I I I I I IIIIII IIIIII II I I I I I I I I I I IIIIII IIIIII I I I I I I IIIIII I I I I I I I II I I I I I I III IIIIII I I I I I I I I I I I I I I I I I I I I I I I I IIIIII IIIIII IIII II I I I III II I I I I IIIIIIIIIIII STOP CC CC CC CC CC CC CC CC W V W V W VW V Electric Electric Electric Elec H YD D W V W V W V W V W V Electric H2O H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W W W W W W FO F O F O F O FO FO FO FO FO FO FO FO FO FOFOFOFOFOFO FOFO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E Fiber OVault Fiber OVault SSSS W GAS 6' ' W 6' ' W 6' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S SSMH E2 EX SSMH E1 So u t h M e l d r u m S t r e e t West Olive Street West Oak Street IP IP IP RS RSRS RS RS SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E r o s i o n C o n t r o l . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 2 : 4 8 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX ER O S I O N C O N T R O L P L A N 1" = 4 0 ' FC 2 0 2 3 I m p r o v e m e n t s E r o s i o n C o n t r o l . d w g C202 7 SCALE: 1" =40' 040'40' 80' 120' (True scale for 22x34 sheet size) MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET LEGEND: NOTES: IP RS 10'' W 8'' SS W V S HYD D Electric W Fiber O Vault SS SS W W 8'' SS X SFSF CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R GENERAL EROSION CONTROL REQUIREMENTS ’ “ ” ’ ’ Land disturbance, Stockpiles, and Storage of Soils Vehicle Tracking Loading and Unloading Operations Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals Vehicle and equipment maintenance and fueling Significant Dust or Particulate generating Process Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment Dedicated Asphalt and concrete batch plants Concrete Saw Cutting Materials Waste Materials Storage and Sanitary Facilities Other Site Operations and Potential Spill Areas ’ “” Final stabilization and project completion SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E C N o t e s . d w g F r i d a y , F e b r u a r y 0 9 , 2 0 2 4 1 1 : 1 3 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX ER O S I O N C O N T R O L N O T E S NT S FC 2 0 2 3 I m p r o v e m e n t s E C N o t e s . d w g C203 8 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E C D e t a i l s . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 2 6 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX ER O S I O N C O N T R O L D E T A I L S NT S FC 2 0 2 3 I m p r o v e m e n t s E C D e t a i l s . d w g C204 9 SS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII I IIII I II I I I I III I I I III I I I III I I I III I I I III I II I I I I I I I I I III IIIIII I I I I I I IIIIII I I I III IIIIII I I I I I I III II I II I II I II I I II III I I I I III I I III III III III III II I I IIIII III II I II II II I II II I II II I I I II III II IIII IIIIII I I I I I I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III I II III I II III I II II I I II II I III II IIII III III IIIIII IIIIII IIIIII IIIIII IIII II I IIIII I IIII I IIII I I II I I I I I I I III I I IIII IIIIII IIIIII IIIIII IIIIII IIIIII II IIII I III II II IIII II IIII II IIII I IIII I IIIIII IIIII I IIIIII I I I I I I I II I I I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIII II IIII I I I IIII I I IIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ElectricVault CC T H YD CC CC CC CC CC CC CC CC CCCC CCCC CC CC CC W W V W ElectricVault ElectricVault Electric 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS SSS SS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO F O F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E Fiber OVault FO Fiber OVault SS SS SS SS 8'' SS SS SS SS SS SS SS GA S GA S W W W W WW E E E 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 10 ' ' W 10 ' ' W 10 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W W W W W W Maple Street No r t h S h i e l d s S t r e e t Cherry Street 410 411 SSMH A4 ∅ SSMH A5 ∅ SSMH A3 ∅ SSMH A2 ∅ SSMH A1 ∅ 303 C601 SANITARY SEWER LINE A (SEE PLAN & PROFILE SHEETS C401 - C404) 303 C601 303 C601 SANITARY SEWER LINE A (SEE PLAN & PROFILE SHEETS C401 - C404) 303 C601 303 C601 50 51 5253 5455 56 5 7 58 59 6 0 61 62 63 6 4 65 6667 68 75 SURVEY CONTROL POINTS POINT # 400 401 402 403 404 405 406 407 408 409 410 411 412 413 DESCRIPTION CP-EVILDEAD CP-NIGHTMAREONELMST *208A* CP-FRIDAYTHE13TH CP-HALLOWEEN CP-IT CP-HELLRAISER CP-NIGHTMAREONELMST CP-CANDYMAN CP-PUMPKINHEAD CP-RETURNOFTHELIVINGDEAD CP-CHILDSPLAY CP-KILLERKLOWNSFROMOUTERSPACE CP-WP CP-WP3 NORTHING 1457796.3740 1456425.7510 1458310.7100 1457605.8210 1456016.0850 1456425.2530 1456425.7520 1456925.3290 1457164.5450 1457192.5300 1458573.7800 1458816.2510 1457439.4990 1457209.9350 EASTING 3114469.6470 3114492.4330 3115923.7350 3115989.3880 3115988.9980 3115926.7820 3114492.3420 3114423.9130 3112231.0020 3112106.6460 3112314.4530 3112326.3270 3115908.3900 3111976.7660 ELEVATION 5010.20 5006.61 4990.83 4990.17 5003.22 5004.67 5006.61 5010.14 5022.62 5024.51 5029.07 5027.01 4991.54 5025.26 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 3 0 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX MA P L E , N O R T H S H I E L D S , A N D C H E R R Y DE M O L I T I O N & U T I L I T Y P L A N 1" = 2 0 ' FC 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g C301 10 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' LEGEND: 10'' W FO E E NOTES: GAS GAS FIELD SURVEY BY: 8'' SS W V S HYD D 20 100 Electric W Fiber O Vault SS SS W W 8'' SS X CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III II I IIIIII II IIII IIIIII X X X X X X X X X X X X X X X X X X X X X X X XXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T T 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS FO FO FO FO FO FO FO 4'' S S 4'' S S 8'' SS 8'' SS SS SS SS SS SS SS SS SS E E E E 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS SS8'' S S 8'' SS SS SS SS C.O. C.O. Beaver's Alley 409 413 SSMH B4 ∅SANITARY SEWER LINE B (SEE PLAN & PROFILE SHEETS C405 - C406) 303 C601 44 45 69 70 71 72 73 74 IIII I I I I I I II IIII I I I I I I I I IIIII I I I I I I I I II III II IIII I IIIII IIIII I I III II III II I I I I I I I I I I I I I III II I I III II I I III I III I I I I I I III IIII I I II I I II I IIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II X X X X X X XXX X XX OHE OHE OHE OHE T ElectricElectric 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E EFiber O Vault 8' ' S S 8' ' S S 8' ' S S SS SS SS SS SS SS SS SS SS SS EE 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' S S SS SS SS 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W No r t h S h i e l d s S t r e e t 408 409 SSMH B3 ∅ EX SSMH B1 SSMH B2 ∅ SANITARY SEWER LINE B (SEE PLAN & PROFILE SHEETS C405 - C406) 303 C601 303 C601 42 43 44 4 8 4969 73 74 76 300 C601 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 3 0 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX BE A V E R E ' S A L L E Y DE M O L I T I O N & U T I L I T Y P L A N 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g C302 11 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T LEGEND: 10'' W FO E E NOTES: GAS GAS FIELD SURVEY BY: 8'' SS W V S HYD D 20 100 Electric W Fiber O Vault SS SS W W 8'' SS X CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SS SS SS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I II I I I I II I I I I I I I I IIIIII IIIIII IIIIII IIIIII II IIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII OH E OH E OH E OH E CC CC CC D H Y D El e c t r i c Va u l t T ST O P ST O P W V 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SSS GA S GA S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GAS W W W W W W W W W FOFOFOFOFOFOFOFOFOFO FO FO FO E E E Fi b e r O Va u l t Fi b e r O Va u l t FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S 12 ' ' S S 12 ' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W South Loomis Avenue 407 We s t M o u n t a i n A v e n u e EX SSMH C1 SANITARY SEWER LINE C (SEE PLAN & PROFILE SHEETS C407 - C409) 34 35 3 6 37 38 46 47 SS SS SS I I I I I I IIIIII I I I I I I IIIIII IIIIII IIIIIIIIIIII IIIIII I I III I I III II II IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII II I I I I I I I I II OH E OH E OH E OH E CC CC CC CC CCCC CC CC CC CC CC CC CC CC CC CC D W V W V W V H Y D El e c t r i c Va u l t T 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S W W WW W W W W W W W W FOFOFOFOFOFOFOFOFO E E E Fi b e r O Va u l t Fi b e r O Va u l t FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 16'' W 6' ' W 6' ' W 6' ' W 6' ' W 16'' W16'' W 16'' W16'' W16'' W W 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W South Loomis Avenue We s t O a k S t r e e t 40 1 40 6 SSMH C2 ∅ 303 C601 SANITARY SEWER LINE C (SEE PLAN & PROFILE SHEETS C407 - C409) 34 35 3 6 37 38 39 4 0 4 1 46 47 MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 3 0 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SO U T H L O O M I S A V E N U E DE M O L I T I O N & U T I L I T Y P L A N 1" = 2 0 ' FC 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g C303 12 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' LEGEND: 10'' W FO E E NOTES: GAS GAS FIELD SURVEY BY: 8'' SS W V S HYD D 20 100 Electric W Fiber O Vault SS SS W W 8'' SS X CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R IIIIII IIIIII IIIII I IIIII I IIIII I III I II II I I I I IIIIIIIIIIIIIIIIII IIIIII IIIIII I I IIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII I III I I IIIIII IIIIII 8'' S T 8' ' S T CC CC CCCC CCCC CC CC CC CC CC CC CC CC CC CC CC CC CC CC W V W V W WW W M M D H2 O ST O P D CC H Y D 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS G A S G A S GA S W W W W W W W W W W W WW W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO E E E E E Fi b e r O Va u l t 8'' SS 8'' SS 8'' SS 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 8'' W 8'' W 4'' W4'' W4'' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W North Meldrum Street Ma p l e S t r e e t 40 2 EX SSMH D1 SSMH D3 ∅ SANITARY SEWER LINE D (SEE PLAN & PROFILE SHEETS C410 - C415) SSMH D2 ∅ 303 C601 303 C601 300 C601 1 2 3 4 5 6 7 8 9 10 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIII II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 8'' S T 8'' ST8'' ST8'' ST8'' ST8'' ST 8' ' S T CC CC CC CC CC CC El e c t r i c El e c t r i c El e c t r i c W V W V W V WWWW D ST O P ST O P HY D D8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS G A S GA S GA S W W W W W W W W W W W WW W W FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO Fi b e r O Va u l t 8' ' S S 8' ' S S 8' ' S S 8' ' S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W North Meldrum Street La P o r t e A v e n u e 40 3 SSMH D5 ∅SSMH D4 ∅ SANITARY SEWER LINE D (SEE PLAN & PROFILE SHEETS C410 - C415) 303 C601 305 C601 300 C601 306 C601 9 10 11 12 13 14 15 16 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 3 0 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX NO R T H M E L D R U M DE M O L I T I O N & U T I L I T Y P L A N 1" = 2 0 ' FC 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g C304 13 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T LEGEND: 10'' W FO E E NOTES: GAS GAS FIELD SURVEY BY: 8'' SS W V S HYD D 20 100 Electric W Fiber O Vault SS SS W W 8'' SS X CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII W W W CC CC CC CC CC CC CC El e c t r i c El e c t r i c El e c t r i c El e c t r i c W V El e c t r i c W WWWW W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S GA S GA S GA S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S G A S W W WW W W W W W W W W W W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO EEEEEEE EEEEEEEEEEEEEEEEE Fi b e r O Va u l t Fi b e r O Va u l t SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S GA S GA S GA S GA S 8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W North Meldrum Street 40 3 41 2 SSMH D7 ∅ SSMH D6 ∅ SANITARY SEWER LINE D (SEE PLAN & PROFILE SHEETS C410 - C415) 303 C601 303 C601 15 16 17 18 19 20 21 22 23 IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIII I I IIIIII IIIIII IIIII I I I I I I I IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I III IIIIII IIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I I I I I I IIIIII IIIIII ST O P CCCC CC CC CC CC CCCC W V W V W V W V El e c t r i c El e c t r i c El e c t r i c El e c H Y D D W V W V W V W V W V El e c t r i c H2 O H Y D 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS SS GA S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S WWWWWWWWW W W W W WWWWWWWW W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO EEEEEEEEEEEEEEEEE E E E E E Fi b e r O Va u l t Fi b e r O Va u l t SS SS SS SS SS SS 8'' SS W W W G A S GA S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 6'' W 6' ' W 6'' W6'' W6'' W6'' W6'' W6'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W 6' ' W 6' ' W 6' ' W 6' ' W 6'' W6'' W6'' W South Meldrum Street We s t O l i v e S t r e e t 40 4 SSMH E2 ∅ EX SSMH E1 SANITARY SEWER LINE E (SEE PLAN & PROFILE SHEETS C416 - C417) 303 C601 305 C601 2 4 2 5 26 27 28 29 30 31 32 33 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 3 0 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX NO R T H M E L D R U M & S O U T H M E L D R U M DE M O L I T I O N & U T I L I T Y P L A N 1" = 2 0 ' FC 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g C305 14 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' MA T C H L I N E - S E E T H I S S H E E T LEGEND: 10'' W FO E E NOTES: GAS GAS FIELD SURVEY BY: 8'' SS W V S HYD D 20 100 Electric W Fiber O Vault SS SS W W 8'' SS X CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R Pothole Table C3D POINT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 PH NO. - SIZE AND TYPE PH S1 - 2" Communications PH S1 - (2) 1.5" Electric PH S2 - 3/4" Water PH S2 - 3/4" Water PH S3 - 3/4" Water PH S3 - 3/4" Water PH S4 - 3/4" Water PH S4 - 3/4" Water PH S5 - 3/4" Water PH S5 - 3/4" Water PH S6 - 3/4" Water PH S7 - 3/4" Water PH S9 - 4" Gas PH S10 - 12" Water PH S13 - 3/4" Water PH S14 - 3/4" Water PH S15 - 3/4" Water PH S17 - 3/4" Water PH S18 - 2.5" Gas PH S19 - 3/4" Water PH S20 - 1" Gas PH S21 - 1" Gas PH S22 - 3/4" Water PH S23 - 3/4" Water PH S24 - 6" Water PH S25 - 8" Water PH S26 - 3/4" Water PH S27 - (2) 2" Communications PH S28 - 1" Gas PH S29 - 8" Water PH S29 - 2" Gas PH S30 - 8" Water PH S30 - (3) 2" Communications PH S31 - 3/4" Water PH S31 - 3/4" Water PH S32 - 3/4" Water PH S33 - (2) 2" Electric PH S34 - 3/4" Water DEPTH 3.42' 3.42' 3.38' 4.17' 4.33' 4.58' 3.79' 3.79' 4.08' 4.17' 4.67' 3.21' 4.58' 4.25' 4.33' 3.50' 4.25' 3.42' 2.50' 4.71' 2.75' 3.25' 4.00' 4.67' 4.50' 5.00' 3.92' 3.42' 4.25' 4.33' 3.67' 4.00' 7.42' 5.00' 4.25' 5.21' 3.17' 4.79' TOP: ELEVATION 4987.1 4987.1 4986.9 4986.1 4985.8 4985.6 4986.2 4986.2 4985.6 4985.5 4985.1 4986.7 4985.3 4985.6 4985.6 4986.7 4986.4 4987.8 4988.7 4987.8 4990.1 4991.3 4990.9 5000.1 4999.7 4998.3 4999.0 4999.3 4998.6 4998.0 4998.7 4997.8 4994.4 5004.1 5004.9 5002.8 5004.7 5002.6 Pothole Table C3D POINT # 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 PH NO. - SIZE AND TYPE PH S35 - 3/4" Water PH S36 - 18" Storm Sewer PH S37 - 24" Storm Sewer PH S39 - 2" Communications PH S39 - 2" Electric PH S41 - 2" Communications PH S42 - 2" Communications PH S32B - 1" Gas PH S33B - 1" Gas PH S40 - 2" Communications PH S38B - (3) 1.25"/(1) 1/2" Electric PH S45 - 2" Communications PH S44 - 1" Gas PH S46 - 2" Gas PH S47 - (2) 2" Electric PH S50 - 3/4" Water PH S51 - 3/4" Water PH S52 - 8" Sanitary PH S53 - 3/4" Water PH S54 - 8" Sanitary PH S55 - 3/4" Water PH S56 - 3/4" Water PH S58 - 2" Gas PH S58 - 1" Gas PH S59 - 4" Communications PH S59 - 2" Electric PH S56B - 2" Gas PH S61 - 8" Sanitary PH S62 - 3/4" Water PH S57 - 2" Electric PH S70 - 1.5" Electric PH S73 - (3) Electric Cable PH S73 - 2" Electric PH S72 - (2) 2" Electric PH S71 - 2" Electric PH S71 - (3) Electric Cable PH S60 - (2) 2" Electric PH S70B - (1) 4"/(1) 1"/(1) 2" Electric DEPTH 5.08' 5.00' 5.00' 1.58' 1.58' 3.42' 3.00' 3.17' 3.00' 5.42' 1.83' 3.54' 2.75' 3.21' 3.08' 5.17' 5.04' 5.00' 5.00' 4.50' 4.67' 5.08' 1.83' 1.83' 0.83' 1.21' 1.83' 8.75' 9.17' 2.00' 1.25' 3.33' 3.00' 3.42' 2.75' 2.83' 2.17' 2.17' TOP: ELEVATION 5002.1 5002.3 5002.2 5021.6 5021.6 5021.4 5022.0 5004.8 5004.7 5018.4 5021.2 5023.6 5023.1 5025.4 5025.5 5020.8 5021.3 5022.2 5022.1 5023.0 5023.1 5022.8 5026.2 5026.2 5026.9 5026.5 5026.1 5019.6 5019.4 5026.2 5023.2 5021.5 5021.9 5021.4 5021.9 5021.8 5025.5 5020.4 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 3 0 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX PO T H O L E T A B L E NT S FC 2 0 2 3 I m p r o v e m e n t s E x i s t . d w g C306 15 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII I I I IIII II II II IIIIII III I I I I I I I I I I II III IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III I II III I II III I II II I I II II I III II I III II I III II I III I I I III IIIII I I III II II III I I IIIII II III I II I I I I I I I I I I I I I I I I I I I I I I CC T H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS SSS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S G A S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS F O F O F O F O F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E E E E Fiber OVault 4' ' S S SS SS SS SS SS SS SS SS SS SS 8'' SS 8'' SS 8' ' S S SS SS SS SS SS SS 4' ' S S W W W W W W W W WWWW 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS No r t h S h i e l d s S t r e e t Cherry Street SSMH A1 ∅ SSMH A2 ∅ SSMH A3 ∅ 111 1 303 C601 303 C601 303 C601 50 515455 56 57 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 9+8010+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+20 SS M H A 3 4' ∅ MA N H O L E SS M H A 2 4' ∅ MA N H O L E SS M H A 1 4' ∅ MA N H O L E NOTE: CONTRACTOR TO VERIFY EXISTING SANITARY PRIOR TO CONSTRUCTION. 1 1 1 303 C601 303 C601 303 C601 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s C h e r r y P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 3 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E A PL A N & P R O F I L E S T A 1 0 + 0 0 - S T A 1 2 + 1 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s C h e r r y P & P . d w g C401 16 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 10+00 - STA 12+10 MA T C H L I N E ST A 12 + 1 0 LINE MATCH STA 12+10 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X UTILITY TAG NOTE: 1 304 C601 IIIIII IIIIII IIIIII IIIIII IIIIII I I I I I I I I I I II IIIII I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII II I I I I I I I I I I I I I I II IIIIII IIIIII IIIIII I I II I I III I II II I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII T H Y D CC CC CCCC CCCC CC CC CC W W El e c t r i c Va u l t El e c t r i c Va u l t El e c t r i c 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 8'' SS SS SS SS SS SS SS SS SS SS SS SS SS W W W WE E E E EE 8' ' W 8' ' W 8' ' W 10'' W10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W W W W W W W W W W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S North Shields Street SSMH A3 1111 30 3 C6 0 1 50 56 5758 596061 62 63 6 4 6568 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 11+9012+0012+2012+4012+6012+8013+0013+2013+4013+6013+8014+0014+2014+30 SS M H A 3 4' ∅ MA N H O L E 111 303 C601 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s C h e r r y P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 3 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E A PL A N & P R O F I L E S T A 1 2 + 1 0 - S T A 1 4 + 2 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s C h e r r y P & P . d w g C402 17 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 12+10 - STA 14+20 MA T C H L I N E ST A 14 + 2 0 LI N E MA T C H ST A 12 + 1 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X LI N E MA T C H ST A 14 + 2 0 MA T C H L I N E ST A 12 + 1 0 UTILITY TAG NOTE: 1 304 C601 SS SS SS I I IIII IIIIII III I I I I I I I I I I I I I I I II I I I I II I I I I II I I I I I IIIII I IIIII I IIIII I IIIII I I IIII I I IIII I I I I I I I I I I I I IIIII I IIIIII I I I I II I I I I I I II IIII I IIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I IIIII IIIIII IIIIII IIIII I IIIIII IIIIII IIIIII IIIIII IIIII I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I III I I I IIII I I I IIII II I III I I III I I I IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CCCC CCCC CC W V ElectricVault ElectricVault Electric 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SS SS SS SS SS GA S GA S GA S GA S E E E E E E E 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W W W W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S Maple Street No r t h S h i e l d s S t r e e t SSMH A4 ∅ 11 1 303 C601 52 6162 63 64 6667 68 75 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 14+0014+2014+4014+6014+8015+0015+2015+4015+60 SS M H A 4 4' ∅ MA N H O L E 11 303 C601 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s C h e r r y P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 3 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E A PL A N & P R O F I L E S T A 1 4 + 2 0 - S T A 1 5 + 4 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s C h e r r y P & P . d w g C403 18 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 14+20 - STA 15+40 MA T C H L I N E ST A 15 + 4 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X LINE MATCH STA 14+20 MA T C H L I N E ST A 14 + 2 0 LI N E MA T C H ST A 15 + 4 0 UTILITY TAG NOTE: 1 304 C601 SS SS SS IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIICCCC CCCC CC CC 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS G A S F O FO FO Fiber OVault 4' ' S S 8'' SS SS SS SS SS GA S GA S GA S GA S 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS Maple Street SSMH A5 ∅ 11 1 303 C601 52 53 6667 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 15+1015+2015+4015+6015+8016+0016+2016+4016+6016+8017+00 SS M H A 5 4' ∅ MA N H O L E 1 1 303 C601 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s C h e r r y P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 3 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E A PL A N & P R O F I L E S T A 1 5 + 4 0 - E N D 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s C h e r r y P & P . d w g C404 19 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 15+40 - END LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X MA T C H L I N E ST A 15 + 4 0 LI N E MA T C H ST A 15 + 4 0 UTILITY TAG NOTE: 1 304 C601 I IIIII II I I I I I I IIII III I I I I I I III III I I I III II I IIII II III II I II II II I II II I II II II I I II I I I I I I I I II II II I II II I IIII I I I I I III I IIII I II I I II I I IIII III I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I II III IIIIII IIIIII IIII II X X X X X X X X X X X X X X X X X X XX OHE OHE OHE OHE OHE OHE OHE OHE T ElectricElectric8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E EFiber OVault 8' ' S S 8' ' S S 8' ' S S SS SS SS SS SS SS SS SS SS SS E E E E 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' S S SS SS SS Beaver's Alley No r t h S h i e l d s S t r e e t SSMH B2 ∅ SSMH B3 ∅ 11 1 11 303 C601 303 C601 4243 44 45 48 4969 7 071 7 2 73 74 76 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 9+8010+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+20 1 SS M H B 3 4' ∅ MA N H O L E SS M H B 2 4' ∅ MA N H O L E NOTE: CONTRACTOR TO VERIFY EXISTING SANITARY PRIOR TO CONSTRUCTION. 1111 303 C601 303 C601 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s B e a v e r P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 5 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E B PL A N & P R O F I L E S T A 1 0 + 0 0 - S T A 1 2 + 0 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s B e a v e r P & P . d w g C405 20 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 10+00 - STA 12+00 MA T C H L I N E ST A 12 + 1 0 LI N E MA T C H ST A 12 + 0 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X UTILITY TAG NOTE: 1 304 C601 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIII IIIIII IIIIII IIII II X X X X X X X X X X X X X X X X X X XXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS 4'' S S 4'' S S 8'' SS 8'' SS SS SS SS SS E E 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS SS8'' S S 8'' SS SS C.O. C.O. 11 SSMH B4 ∅ 100 C001 Beaver's Alley 45 7 071 7 2 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 11+9012+0012+2012+4012+6012+8013+0013+20 SS M H B 4 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 9+9010+0010+2010+30 CO B 2 SS M H B 4 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 9+9010+0010+2010+30 CO B 1 SS M H B 4 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s B e a v e r P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 5 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E B PL A N & P R O F I L E S T A 1 2 + 0 0 - E N D 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s B e a v e r P & P . d w g C406 21 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 12+00 - END LI N E MA T C H ST A 12 + 0 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X UTILITY TAG NOTE: 1 304 C601 MA T C H L I N E ST A 12 + 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III III III III IIIIII IIII II I III II I IIIII II I I I I I I I I I I I I I I I I IIIIII IIIIII IIIIII I I I I I I III I I I III III IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I CC D H Y D ST O P W V 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SSS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S W W W W W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS South Loomis Avenue We s t M o u n t a i n A v e n u e EX SSMH C1 1 1 1 34 35 4992 4994 4996 4998 5000 5002 5004 5006 5008 5010 5012 5014 4992 4994 4996 4998 5000 5002 5004 5006 5008 5010 5012 5014 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 EX S S M H C 1 NOTE: CONTRACTOR TO VERIFY EXISTING SANITARY PRIOR TO CONSTRUCTION. 1 1 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s L o o m i s P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 7 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E C PL A N & P R O F I L E S T A 1 0 + 0 0 - S T A 1 2 + 0 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s L o o m i s P & P . d w g C407 22 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 10+00 - STA 12+00 LI N E MA T C H ST A 12 + 0 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X UTILITY TAG NOTE: 1 304 C601 MA T C H L I N E ST A 12 + 0 0 SS SS SS SS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII O H E OH E OH E OH E OH E OH E OH E OH E El e c t r i c Va u l t T 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W W W W W W W W W W W W W FO FOFOFOFOFOFOFOFOFOFOFO E E E E E E E Fi b e r O Va u l t Fi b e r O Va u l t FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S GA S GA S GA S 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS South Loomis Avenue 1 1 1 1 1 1 36 3 7 38 394647 4992 4994 4996 4998 5000 5002 5004 5006 5008 5010 5012 5014 4992 4994 4996 4998 5000 5002 5004 5006 5008 5010 5012 5014 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 1 1 1 1 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s L o o m i s P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 7 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E C PL A N & P R O F I L E S T A 1 2 + 0 0 - S T A 1 3 + 8 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s L o o m i s P & P . d w g C408 23 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 12+00 - STA 13+80 MA T C H L I N E ST A 12 + 0 0 LI N E MA T C H ST A 12 + 0 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X UTILITY TAG NOTE: 1 304 C601 MA T C H L I N E ST A 12 + 0 0 LI N E MA T C H ST A 13 + 8 0 I I I I IIIIII I I I I I I I I I I I I IIII I I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII II II I I I III II IIIIII I I I I II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I I II I I I I I I II I I I II I II I I I I CC CC CC CC CCCC CC CC CC CC CC CC D W V W V W V H Y 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS S GA S GA S GA S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS 8'' SS 16'' W16'' W16'' W 6' ' W 6' ' W 16'' W16'' W16'' W16'' W 16'' W16'' W W W 6'' W 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W W W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS We s t O a k S t r e e t South Loomis AvenueSSMH C2 ∅ 1 1 1 303 C601 39 40 41 4992 4994 4996 4998 5000 5002 5004 5006 5008 5010 5012 5014 4992 4994 4996 4998 5000 5002 5004 5006 5008 5010 5012 5014 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 SS M H C 2 4' ∅ MA N H O L E 303 C601 1 1 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s L o o m i s P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 7 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E C PL A N & P R O F I L E S T A 1 3 + 8 0 - E N D 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s L o o m i s P & P . d w g C409 24 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 13+80 - END MA T C H L I N E ST A 13 + 8 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X UTILITY TAG NOTE: 1 304 C601 LI N E MA T C H ST A 13 + 8 0 IIIIII IIIIII IIIII I I III II I III II I III II I III II IIIIII I I I I I I I IIIII IIIIII IIIIIIII IIIIII IIIIII IIIIII I I I I I I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII I III II CC CC CC CC CC CC CC CC CC CC CC CC CC W V W V D H2 O CC H Y D 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S W W W W W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E Fi b e r O Va u l t 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S SS SS SS SS SS SS SS SS SS SS 16 ' ' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 16 ' ' W 8'' W8'' W 8'' W 6'' W 4'' W4'' W4'' W4'' W4'' W4'' W4'' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS North Meldrum Street Ma p l e S t r e e t EX SSMH D1 SSMH D2 ∅ 303 C601 11 1 2 3 4 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 4998 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 4998 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 SS M H D 2 4' ∅ MA N H O L E EX S S M H D 1 303 C601 1 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 0 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E D PL A N & P R O F I L E S T A 1 0 + 0 0 - S T A 1 2 + 0 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g C410 25 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 10" SANITARY SEWER LINE STA 10+00 - STA 12+00 LI N E MA T C H ST A 12 + 0 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X UTILITY TAG NOTE: 1 304 C601 MA T C H L I N E ST A 12 + 0 0 IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 8'' S T 8'' S T 8'' S T 8' ' S T 8' ' S T 8' ' S T WW W D CC 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W WW W W W W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS SS SS SS North Meldrum Street SSMH D3 ∅ 303 C601 1 1 1 1 1 1 1 1 3 4 5 6 7 8 9 10 4974 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 4974 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 SS M H D 3 4' ∅ MA N H O L E 303 C601 1 1 1 1 1 1 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 0 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E D PL A N & P R O F I L E S T A 1 2 + 0 0 - S T A 1 3 + 8 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g C411 26 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 10" SANITARY SEWER LINE STA 12+00 - STA 13+80 MA T C H L I N E ST A 12 + 0 0 LI N E MA T C H ST A 12 + 0 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X MA T C H L I N E ST A 13 + 8 0 UTILITY TAG NOTE: 1 304 C601 LI N E MA T C H ST A 13 + 8 0 IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 8'' S T 8'' S T 8'' S T 8' ' S T 8' ' S T 8' ' S T CC CC CC CC El e c t r i c W WW D8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS SS SS SS North Meldrum Street 1 1 1 1 1 1 1 9 10 11 12 4974 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 4974 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 1 1 1 1 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 0 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E D PL A N & P R O F I L E S T A 1 3 + 8 0 - S T A 1 5 + 8 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g C412 27 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 10" SANITARY SEWER LINE STA 13+80 - STA 15+80 MA T C H L I N E ST A 13 + 8 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X MA T C H L I N E ST A 15 + 8 0 UTILITY TAG NOTE: 1 304 C601 LI N E MA T C H ST A 13 + 8 0 LI N E MA T C H ST A 15 + 8 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 8'' ST8'' ST8'' ST8'' ST8'' ST8'' ST8'' ST8'' ST8'' ST8'' ST8'' ST CC CC CC W V W V W D ST O P ST O P H Y D 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS G A S G A S G A S GA S GA S GA S W W W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO Fi b e r O Va u l t 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S SS SS SS SS SS SS SS SS SS SS GA S GA S GA S GA S 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS North Meldrum Street La P o r t e A v e n u e SSMH D4 ∅ SSMH D5 ∅ DROP 305 C601 303 C601 1 1 12 13 14 15 4974 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 4974 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 SS M H D 5 4' ∅ D R O P MA N H O L E SS M H D 4 4' ∅ MA N H O L E 303 C601 305 C601 1 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 0 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E D PL A N & P R O F I L E S T A 1 5 + 8 0 - S T A 1 7 + 8 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g C413 28 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 10" / 8" SANITARY SEWER LINE STA 15+80 - STA 17+80 MA T C H L I N E ST A 15 + 8 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X MA T C H L I N E ST A 17 + 8 0 UTILITY TAG NOTE: 1 304 C601 LI N E MA T C H ST A 15 + 8 0 LI N E MA T C H ST A 17 + 8 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII CC CC CC CC CC El e c t r i c W V El e c t r i c WWW W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO EEEEEEEE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S GA S GA S GA S GA S 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS North Meldrum Street SSMH D6 ∅ 303 C601 1 1 11 15 16 17 18 19 4974 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 4974 4976 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 SS M H D 6 4' ∅ MA N H O L E 303 C601 1 1 1 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 0 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E D PL A N & P R O F I L E S T A 1 7 + 8 0 - S T A 1 9 + 8 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g C414 29 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 17+80 - STA 19+80 MA T C H L I N E ST A 17 + 8 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X MA T C H L I N E ST A 19 + 8 0 UTILITY TAG NOTE: 1 304 C601 LI N E MA T C H ST A 17 + 8 0 LI N E MA T C H ST A 19 + 8 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII W W W W W W W WW 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS W W W W W W W W W W W W W FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO EEEEEEEEEEEE Fi b e r O Va u l t Fi b e r O Va u l t SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S 8'' SS 8'' SS 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS North Meldrum Street SSMH D7 ∅ 303 C601 1 1 1 1 18 19 20 21 22 23 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 4998 5000 4978 4980 4982 4984 4986 4988 4990 4992 4994 4996 4998 5000 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 SS M H D 7 4' ∅ MA N H O L E 303 C601 1 1 1 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 4 : 0 0 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E D PL A N & P R O F I L E S T A 1 9 + 8 0 - E N D 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s N M e l d r u m P & P . d w g C415 30 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 17+80 - END MA T C H L I N E ST A 19 + 8 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X UTILITY TAG NOTE: 1 304 C601 LI N E MA T C H ST A 19 + 8 0 IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I I I I I I II IIII IIIIII IIIIII I I I I I I I I I I I I I I I I I I IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIII IIIIII IIIIII IIIIII IIIIII I I I I IIIIII IIIIII CC CC W V W V W V El e c t r i c El e c t r i c D W V W V W V W V H Y D 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS S GA S GA S GA S GA S GA S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S WWWWWWWWWWWWWWWWWW W W W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO E EEEEEEEEEEE E E E E E E E E EFi b e r O Va u l t W W W W W W G A S GA S GA S 12'' SS 12 ' ' S S 8' ' S S 8' ' S S 8'' S S 6' ' W 6' ' W 6' ' W 6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W 6' ' W 6' ' W 6'' W6'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS We s t O l i v e S t r e e t South Meldrum Street EX SSMH E1 26 27 28 2 9 30 31 3 2 33 4986 4988 4990 4992 4994 4996 4998 5000 5002 5004 5006 5008 4986 4988 4990 4992 4994 4996 4998 5000 5002 5004 5006 5008 9+8010+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+20 EX S S M H E 1 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S M e l d r u m P & P . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 3 5 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E E PL A N & P R O F I L E S T A 1 0 + 0 0 - S T A 1 2 + 0 0 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s S M e l d r u m P & P . d w g C416 31 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 10+00 - STA 12+00 MA T C H L I N E ST A 12 + 0 0 LI N E MA T C H ST A 12 + 0 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CC CC El e c t r i c W V W V El e c t r i c H2 O 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SSS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S W W W W W WWWWWWWWWWWWWWWW W W W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO EEEEEEEEEEEEEEEEEEEEEEEEEEEE Fi b e r O Va u l t SS SS SS SS SS SS SS SS SS SS 8'' SS8'' SS W W W W W W 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS South Meldrum Street SSMH E2 ∅ 303 C601 11 24 25 26 4988 4990 4992 4994 4996 4998 5000 5002 5004 5006 5008 5010 4988 4990 4992 4994 4996 4998 5000 5002 5004 5006 5008 5010 11+8012+0012+2012+4012+6012+8013+0013+2013+4013+6013+8014+0014+20 SS M H E 2 4' ∅ MA N H O L E 303 C601 11 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S M e l d r u m P & P . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 3 5 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R L I N E E PL A N & P R O F I L E S T A 1 2 + 0 0 - E N D 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s S M e l d r u m P & P . d w g C417 32 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 8" SANITARY SEWER LINE STA 12+00 - END LI N E MA T C H ST A 12 + 0 0 LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D 20 Electric W Fiber O Vault SS SS W W 8'' SS X UTILITY TAG NOTE: 1 304 C601 MA T C H L I N E ST A 12 + 0 0 ASPHALT MILL AND OVERLAY APPROXIMATE LIMITS FULL DEPTH ASPHALT REMOVAL AND REPLACEMENT 6' WIDE; TYP IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIII I IIIII I IIIII I I I I I I IIIIII I I I I I I II I I I I I I I I II I III I I I I III I I II I I I II I I I I II III I I III II III III II I I I I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III I II III I II I IIIII II III I I I I I I I II I II I I II I II I I IIII I III I I IIIIII IIIIII IIIIII II III I IIII II I I II II IIIIII IIII II IIII II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III I II IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ElectricVault CC T H Y D CC CC CC CC CC CC CC CC CCCC CCCC CC CC CC W W V W ElectricVault ElectricVaultElectric 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS SSS SS GAS GAS GAS GASGASGASGAS GAS GAS GAS GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E Fiber OVault FO Fiber OVault SS SS GA S WW W E 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 10 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W W W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS SSMH A1 SSMH A3 SSMH A2 SSMH A4 SSMH A5 Maple Street No r t h S h i e l d s S t r e e t Cherry Street I I I I I I I IIIII II IIII III III I IIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII I I I I I I XXXX XOHEOHE OHE OHETT T ElectricElectric8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS S FO FO FO E Fiber OVault 10 ' ' W 10'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSC.O. C.O. EX SSMH B1 SSMH B4 Beaver's Alley No r t h S h i e l d s S t r e e t SF SF SF SF SF SF SF SSMH B3 SSMH B2 SFSF SF S F SF SF SF SF SF SF SF SF ASPHALT MILL AND OVERLAY APPROXIMATE LIMITS FULL DEPTH ASPHALT REMOVAL AND REPLACEMENT COMPACTED AGGREGATE ROAD BASE SS IIIIII IIIIII IIIIII IIIIII IIIIIIII I I I I I I I I I I I I I I I I I I I I I I IIIIII I I I I I I IIII I I I I I III IIII I I III I I I I I I I II III I II III I I I IIII I I IIIIII IIIIII I III I I IIIIII IIIIII II III I I I I III I I I I II IIII I I I I IIII I I IIII IIIII I IIIIIIIIIIIIIIIIIIIIIIII III I I I I I I I I I I IIII I I I I I I I I I I I I I I I I I I I II I I I I I I I I II I IIIII IIII I I I I I I I I I I I III II I I I I III I I I IIIIII I I I I I I I I I I I I I I I I I I I I I I I I IIIIII I IIIII I I I I I I IIIIII IIIIII I I I III IIIIII IIIIII OHEOHE CCCC CC CC CC CC CC CC CC CCCC CCCC CC CC CCCC CC CC D W V W V W V D H YD H YD ElectricVault T STOP STOP W V 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GAS GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS W W W W FO FO FO FO F O F O E Fiber OVault Fiber OVault FO SS SS SS SS SS SS SS SS SS GAS 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W 6'' W 16 ' ' W 16 ' ' W 16 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 6'' W 6'' W 6'' W 6'' W 6'' W W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S EX SSMH C1 SSMH C2 So u t h L o o m i s A v e n u e West Oak Street West Mountain Avenue FULL DEPTH CONCRETE REMOVAL AND REPLACEMENT ASPHALT MILL AND OVERLAY APPROXIMATE LIMITS FULL DEPTH ASPHALT REMOVAL AND REPLACEMENT 6' WIDE' TYP PROTECT EXISTING TROLLEY TRACKS IN PLACE SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s R e s t o r a t i o n . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 4 : 1 1 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU R F A C E S R E M O V A L A N D R E P L A C E M E N T PL A N 1" = 4 0 ' FC 2 0 2 3 I m p r o v e m e n t s R e s t o r a t i o n . d w g C501 33 SCALE: 1" =40' 040'40' 80' 120' (True scale for 22x34 sheet size) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R IP RS LEGEND: NOTES: 10'' W 8'' SS W V S H YD D Electric W Fiber O Vault SS SS W W 8'' SS X I I II I I I I I I I I IIIIII IIIIII IIIII I IIII II IIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII I IIIII IIII I I IIIIII III I II IIIIII IIIIII II II I I III I II I II I II IIIIII II I I II IIIIII I I IIII I I I I II IIII I I I I I I I I I IIIII I IIIII I I IIII IIIII I III III II II I I III I II II I I I I III I I I III I I I IIIIII I I I I I I IIIIII I I I II I I I I II I III II I II I III III I II I III I I III I I I I III I I I IIIII IIIIII IIIIII IIIIII II II II I IIIII II IIII IIIII I IIIIII II II II II III I IIIIII IIIII I II I I II IIIII I IIIIII IIIIII I II III III I II III III IIIII I II III I I I II I I I I III I II I III III I I I III III I III II I I I I I I I I I I I I I I I I I I I III II I IIII I I I I III IIIIII II IIII I I IIII III I I I IIIII I I IIIII III II I IIIIII IIIIII 8' ' S T 8' ' S T CCCC CC CC CC CC CCCC CCCC CC CC CC CC CCCC CC CC CC CC CC CC CC CC CC CC Electric W V W V W V W V W V W W W W D STOP STOP H YD M M D H2O STOP D CC H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W FOFOFOFOFOFOFO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOEEFiber OVault Fiber OVault 8' ' S S 8' ' S S 12'' SS 12'' SS 12'' SS 12'' SS12'' SS12'' SS 8'' SS8'' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W GAS 16'' W 16'' W 16'' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 8'' W 8' ' W 12'' W 12'' W 12'' W 4' ' W 16'' W 12'' W 12'' W 12'' W 12'' W 12'' W 16'' W 16'' W 16'' W 4' ' W 8' ' S S 8' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S EX SSMH D1 SSMH D3 SSMH D5 No r t h M e l d r u m S t r e e t Maple Street LaPorte Avenue SSMH D2 SSMH D4 FULL DEPTH CONCRETE REMOVAL AND REPLACEMENT FULL DEPTH CONCRETE REMOVAL AND REPLACEMENT ASPHALT MILL AND OVERLAY APPROXIMATE LIMITS III I I I I I I I II I I IIII IIIIII I I I I I I IIIIII I I I III IIIII I I IIIII III II I I IIIII I III II I I I I II I I IIII I I I I I I I I I I I I I I III I I I III I I IIII I I III I I I IIII I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I IIII I I II I I I I I I I II I IIIIIIIIIIIIIIIIIIIIIIII I I I I I I IIIIII I I I III I I III I I I III I II II II II II II I IIIII IIII I I I I I I I I II I I I I III I I I I I III I I III I I I I I III III II I II I I I I II I I I I I I I I I I III I I I I III I I I IIII I I I I I II I I I I I I IIIIII I I I I I I IIIIII I I I I I I I I I I I I IIII II III II I IIII I I I I III I II I III III I I I I III I I I IIIII IIIIII IIIIII IIIIII I II II I I IIIII II IIII I I I I II I I I I I I II II II II III I I I I I I I 8' ' S T 8' ' S T W CC CC CC CC CC CC CC CC CC CC CC CCCC Electric Electric Electric Electric W V W V W V W V Electric W W W W W W D STOP STOP H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GASGAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W FOFOFOFOFOFO FO FO F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO E E E E E E E E E E E Fiber OVault Fiber OVault Fiber OVault 8'' SS8'' SS SS SS SS SS SS SS SS SS SS SSSS GAS GAS GAS 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 12'' W 12'' W 12'' W12'' W 12'' W 12'' W 12'' W 12'' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S 10 ' ' S S SSMH D5 SSMH D6 SSMH D7 LaPorte Avenue No r t h M e l d r u m S t r e e t SSMH D4 FULL DEPTH ASPHALT REMOVAL AND REPLACEMENT 6' WIDE' TYP ASPHALT MILL AND OVERLAY APPROXIMATE LIMITS FULL DEPTH CONCRETE REMOVAL AND REPLACEMENT II III I II I I I I I I I III I I I I I I I I I I I I I I II II I II III IIIII I II I II I I II II I I IIIII III I I I IIIIII IIII I I II I I I I I I I I II I I I I I I III III II IIII I I I I I I I I I III IIIII I II IIII I I I III IIIIII IIIIII I II I I I I I I I I I IIIIII IIIIII II I I I I I I I I I I IIIIII IIIIII I I I I I I IIIIII I I I I I I I II I I I I I I III IIIIII I I I I I I I I I I I I I I I I I I I I I I I I IIIIII IIIIII IIII II I I I III II I I I I IIIIIIIIIIII STOP CC CC CC CC CC CC CC CC W V W V W VW V Electric Electric Electric Elec H YD D W V W V W V W V W V Electric H2O H YD 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S W W W W W W W W W W W FO F O F O F O FO FO FO FO FO FO FO FO FO FOFOFOFOFOFO FOFO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E Fiber OVault Fiber OVault SSSS W GAS 6' ' W 6' ' W 6' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 4' ' W 6'' W 6'' W 6'' W 6'' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S SSMH E2 EX SSMH E1 So u t h M e l d r u m S t r e e t West Olive Street West Oak Street ASPHALT MILL AND OVERLAY APPROXIMATE LIMITS FULL DEPTH ASPHALT REMOVAL AND REPLACEMENT 6' WIDE' TYP SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s R e s t o r a t i o n . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 4 : 1 1 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU R F A C E S R E M O V A L A N D R E P L A C E M E N T PL A N 1" = 4 0 ' FC 2 0 2 3 I m p r o v e m e n t s R e s t o r a t i o n . d w g C502 34 SCALE: 1" =40' 040'40' 80' 120' (True scale for 22x34 sheet size) MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R LEGEND: NOTES: 10'' W 8'' SS W V S H YD D Electric W Fiber O Vault SS SS W W 8'' SS X SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s D e t a i l s . d w g W e d n e s d a y , F e b r u a r y 2 8 , 2 0 2 4 9 : 4 5 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SA N I T A R Y S E W E R GE N E R A L S I T E D E T A I L S NT S FC 2 0 2 3 I m p r o v e m e n t s D e t a i l s . d w g C601 35 TRENCH DETAIL BEDDING REQUIREMENTS STANDARD MANHOLE SERVICE WYE DETAIL EXTERNAL DROP MANHOLE 300 C601 301 C601 302 C601 303 C601 304 C601 305 C601 PIPE ABANDONMENT DETAIL CUT EXISTING PIPE AND REMOVE CONCRETE PLUG AS SHOWN; TYP 2- FT MINIMUMSAND BAGS SANITARY SEWER REMOVAL FROM STORM MH306 C601 NOTES: 1. CONTRACTOR TO REMOVE THE EXISTING SANITARY SEWER LINE FROM THE INSIDE OF THE STORM MANHOLE. 2. CUT OUT THE EXISTING PIPE. ENSURE THAT NO WASTEWATER ESCAPES INTO THE STORM LINE. 3. REPAIR THE WALLS OF THE STORM MANHOLE WITH GROUT AND CAP THE ABANDONED SANITARY SEWER ON THE OUTSIDE OF THE MANHOLE. SS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII I IIII I II I I I I III I I I III I I I III I I I III I I I III I II I I I I I I I I I III IIIIII I I I I I I IIIIII I I I III IIIIII I I I I I I III II I II I II I II I I II III I I I I III I I III III III III III II I I IIIII III II I II II II I II II I II II I I I II III II IIII IIIIII I I I I I I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII III I II III I II III I II II I I II II I III II IIII III III IIIIII IIIIII IIIIII IIIIII IIII II I IIIII I IIII I IIII I I II I I I I I I I III I I IIII IIIIII IIIIII IIIIII IIIIII IIIIII II IIII I III II II IIII II IIII II IIII I IIII I IIIIII IIIII I IIIIII I I I I I I I II I I I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIII II IIII I I I IIII I I IIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ElectricVault CC T H YD CC CC CC CC CC CC CC CC CCCC CCCC CC CC CC W W V W ElectricVault ElectricVault Electric 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS SSS SS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S FO F O F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E Fiber OVault FO Fiber OVault SS SS SS SS 8'' SS SS SS SS SS SS SS GA S GA S W W W W WW E E E 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 10 ' ' W 10 ' ' W 10 ' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W W W W W W Maple Street No r t h S h i e l d s S t r e e t Cherry Street 410 411 SSMH A4 ∅ SSMH A5 ∅ SSMH A3 ∅ SSMH A2 ∅ SSMH A1 ∅ 50 51 5253 5 4 5 5 56 57 58 59 60 6162 6 3 64 65 6 6 67 68 7 5 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 3 : 2 6 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU B S U R F A C E U T I L I T Y EN G I N E E R I N G P L A N 1" = 2 0 ' FC 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g SU01 36 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D Electric W Fiber O Vault SS SS W W 8'' SS X 33 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III II I IIIIII II IIII IIIIII X X X X X X X X X X X X X X X X X X X X X X X XXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE T T T 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS FO FO FO FO FO FO FO 4'' S S 4'' S S 8'' SS 8'' SS SS SS SS SS SS SS SS SS E E E E 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS SS8'' S S 8'' SS SS SS SS C.O. C.O. Beaver's Alley 409 413 SSMH B4 ∅ 44 45 6 970 7 1 72 73 74 IIII I I I I I I II IIII I I I I I I I I IIIII I I I I I I I I II III II IIII I IIIII IIIII I I III II III II I I I I I I I I I I I I I III II I I III II I I III I III I I I I I I III IIII I I II I I II I IIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II X X X X X X XXX X XX OHE OHE OHE OHE T ElectricElectric 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E EFiber O Vault 8' ' S S 8' ' S S 8' ' S S SS SS SS SS SS SS SS SS SS SS EE 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' S S SS SS SS 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W Beaver's Alley No r t h S h i e l d s S t r e e t 408 409 SSMH B3 ∅ EX SSMH B1 SSMH B2 ∅ 42 4 3 44 48 4 9 6 9 73 74 7 6 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 3 : 2 6 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D Electric W Fiber O Vault SS SS W W 8'' SS X 33 SU B S U R F A C E U T I L I T Y EN G I N E E R I N G P L A N 1" = 1 0 ' FC 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g SU02 37 SS SS SS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I II I I I I II I I I I I I I I IIIIII IIIIII IIIIII IIIIII II IIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII OH E OH E OH E OH E CC CC CC D H Y D El e c t r i c Va u l t T ST O P ST O P W V 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SSS GA S GA S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GAS W W W W W W W W W FOFOFOFOFOFOFOFOFOFO FO FO FO E E E Fi b e r O Va u l t Fi b e r O Va u l t FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S 12 ' ' S S 12 ' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W South Loomis Avenue 407 We s t M o u n t a i n A v e n u e EX SSMH C1 34 35 3 6 37 38 46 4 7 SS SS SS I I I I I I IIIIII I I I I I I IIIIII IIIIII IIIIIIIIIIII IIIIII I I III I I III II II IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII II I I I I I I I I II OH E OH E OH E OH E CC CC CC CC CCCC CC CC CC CC CC CC CC CC CC CC D W V W V W V H Y D El e c t r i c Va u l t T 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S W W WW W W W W W W W W FOFOFOFOFOFOFOFOFO E E E Fi b e r O Va u l t Fi b e r O Va u l t FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 16'' W 6' ' W 6' ' W 6' ' W 6' ' W 16'' W16'' W 16'' W16'' W16'' W W 16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W South Loomis Avenue We s t O a k S t r e e t 40 1 40 6 SSMH C2 ∅ 34 35 3 6 37 38 3 9 40 41 46 4 7 MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 3 : 2 6 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D Electric W Fiber O Vault SS SS W W 8'' SS X 33 SU B S U R F A C E U T I L I T Y EN G I N E E R I N G P L A N 1" = 2 0 ' FC 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g SU03 38 IIIIII IIIIII IIIII I IIIII I IIIII I III I II II I I I I IIIIIIIIIIIIIIIIII IIIIII IIIIII I I IIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII I III I I IIIIII IIIIII 8'' S T 8' ' S T CC CC CCCC CCCC CC CC CC CC CC CC CC CC CC CC CC CC CC CC W V W V W WW W M M D H2 O ST O P D CC H Y D 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS G A S G A S GA S W W W W W W W W W W W WW W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO E E E E E Fi b e r O Va u l t 8'' SS 8'' SS 8'' SS 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 8'' W 8'' W 4'' W4'' W4'' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W North Meldrum Street Ma p l e S t r e e t 40 2 EX SSMH D1 SSMH D3 ∅ SSMH D2 ∅ 1 2 3 4 5 6 7 8 9 10 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIII II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 8'' S T 8'' ST8'' ST8'' ST8'' ST8'' ST 8' ' S T CC CC CC CC CC CC El e c t r i c El e c t r i c El e c t r i c W V W V W V WWWW D ST O P ST O P HY D D8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SSS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS G A S GA S GA S W W W W W W W W W W W WW W W FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO Fi b e r O Va u l t 8' ' S S 8' ' S S 8' ' S S 8' ' S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W North Meldrum Street La P o r t e A v e n u e 40 3 SSMH D5 ∅SSMH D4 ∅ 9 11 1 2 13 14 15 16 1 7 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 3 : 2 6 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D Electric W Fiber O Vault SS SS W W 8'' SS X 33 SU B S U R F A C E U T I L I T Y EN G I N E E R I N G P L A N 1" = 2 0 ' FC 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g SU04 39 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII W W W CC CC CC CC CC CC CC El e c t r i c El e c t r i c El e c t r i c El e c t r i c W V El e c t r i c W WWWW W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S GA S GA S GA S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S G A S W W WW W W W W W W W W W W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO EEEEEEE EEEEEEEEEEEEEEEEE Fi b e r O Va u l t Fi b e r O Va u l t SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GA S GA S GA S GA S GA S GA S 8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W North Meldrum Street 40 3 41 2 SSMH D7 ∅ SSMH D6 ∅ 15 16 1 7 1 8 19 20 2 1 2 2 23 IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIII I I IIIIII IIIIII IIIII I I I I I I I IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I III IIIIII IIIIIIIIIIIIIIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I I I I I I IIIIII IIIIII ST O P CCCC CC CC CC CC CCCC W V W V W V W V El e c t r i c El e c t r i c El e c t r i c El e c H Y D D W V W V W V W V W V El e c t r i c H2 O H Y D 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS SS GA S GA S GA S GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S WWWWWWWWW W W W W WWWWWWWW W W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO EEEEEEEEEEEEEEEEE E E E E E Fi b e r O Va u l t Fi b e r O Va u l t SS SS SS SS SS SS 8'' SS W W W G A S GA S 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 6'' W 6' ' W 6'' W6'' W6'' W6'' W6'' W6'' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W4'' W 6' ' W 6' ' W 6' ' W 6' ' W 6'' W6'' W6'' W South Meldrum Street We s t O l i v e S t r e e t 40 4 SSMH E2 ∅ EX SSMH E1 2 4 25 2 6 27 28 29 30 31 323 3 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 3 : 2 6 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' MA T C H L I N E - S E E T H I S S H E E T CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION LEGEND: 10'' W FO E E NOTES: GAS GAS 8'' SS W V S H YD D Electric W Fiber O Vault SS SS W W 8'' SS X 33 SU B S U R F A C E U T I L I T Y EN G I N E E R I N G P L A N 1" = 2 0 ' FC 2 0 2 3 I m p r o v e m e n t s S U E P l a n . d w g SU05 40 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E T a b l e . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 1 : 5 8 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU B S U R F A C E U T I L I T Y E N G I N E E R I N G PO T H O L E T A B L E NT S FC 2 0 2 3 I m p r o v e m e n t s S U E T a b l e . d w g SU06 41 SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E T a b l e . d w g W e d n e s d a y , F e b r u a r y 1 4 , 2 0 2 4 1 : 5 8 P M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU B S U R F A C E U T I L I T Y E N G I N E E R I N G PO T H O L E T A B L E NT S FC 2 0 2 3 I m p r o v e m e n t s S U E T a b l e . d w g SU07 42 SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g T u e s d a y , F e b r u a r y 1 3 , 2 0 2 4 1 0 : 1 4 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU B S U R F A C E U T I L I T Y E N G I N E E R I N G PO T H O L E P H O T O S NT S FC 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g SU08 43 SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PHOTO OF C3D POINT #1 & #2 PH S1101 SU08 PHOTO OF C3D POINT #3 & #4 PH S2102 SU08 PHOTO OF C3D POINT #5 & #6 PH S3103 SU08 PHOTO OF C3D POINT #7 & #8 PH S4104 SU08 PHOTO OF C3D POINT #9 & #10 PH S5105 SU08 PHOTO OF C3D POINT #11 PH S6106 SU08 PHOTO OF C3D POINT #12 PH S7107 SU08 PHOTO OF C3D POINT #13 PH S9108 SU08 PHOTO OF C3D POINT #14 PH S10109 SU08 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g T u e s d a y , F e b r u a r y 1 3 , 2 0 2 4 1 0 : 1 4 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU B S U R F A C E U T I L I T Y E N G I N E E R I N G PO T H O L E P H O T O S NT S FC 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g SU09 44 SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PHOTO OF C3D POINT #15 PH S13110 SU09 PHOTO OF C3D POINT #16 PH S14111 SU09 PHOTO OF C3D POINT #17 PH S15112 SU09 PHOTO OF C3D POINT #18 PH S17113 SU09 PHOTO OF C3D POINT #19 PH S18114 SU09 PHOTO OF C3D POINT #20 PH S19115 SU09 PHOTO OF C3D POINT #21 PH S20116 SU09 PHOTO OF C3D POINT #27 PH S26117 SU09 PHOTO OF C3D POINT #28 PH S27118 SU09 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g T u e s d a y , F e b r u a r y 1 3 , 2 0 2 4 1 0 : 1 4 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU B S U R F A C E U T I L I T Y E N G I N E E R I N G PO T H O L E P H O T O S NT S FC 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g SU10 45 SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PHOTO OF C3D POINT #29 PH S28119 SU10 PHOTO OF C3D POINT #30 & #31 PH S29120 SU10 PHOTO OF C3D POINT #34 & #35 PH S31121 SU10 PHOTO OF C3D POINT #36 PH S32122 SU10 PHOTO OF C3D POINT #37 PH S33123 SU10 PHOTO OF C3D POINT #38 PH S34124 SU10 PHOTO OF C3D POINT #39 PH S35125 SU10 PHOTO OF C3D POINT #40 PH S36126 SU10 PHOTO OF C3D POINT #41 PH S37127 SU10 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g T u e s d a y , F e b r u a r y 1 3 , 2 0 2 4 1 0 : 1 4 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU B S U R F A C E U T I L I T Y E N G I N E E R I N G PO T H O L E P H O T O S NT S FC 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g SU11 46 SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PHOTO OF C3D POINT #44 PH S41128 SU11 PHOTO OF C3D POINT #45 PH S42129 SU11 PHOTO OF C3D POINT #46 PH S32B130 SU11 PHOTO OF C3D POINT #47 PH S33B131 SU11 PHOTO OF C3D POINT #48 PH S40132 SU11 PHOTO OF C3D POINT #49 PH S38B133 SU11 PHOTO OF C3D POINT #50 PH S45134 SU11 PHOTO OF C3D POINT #51 PH S44135 SU11 PHOTO OF C3D POINT #52 PH S46136 SU11 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g T u e s d a y , F e b r u a r y 1 3 , 2 0 2 4 1 0 : 1 4 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU B S U R F A C E U T I L I T Y E N G I N E E R I N G PO T H O L E P H O T O S NT S FC 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g SU12 47 SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PHOTO OF C3D POINT #53 PH S47137 SU11 PHOTO OF C3D POINT #54 PH S50138 SU11 PHOTO OF C3D POINT #55 PH S51139 SU11 PHOTO OF C3D POINT #56 PH S52140 SU11 PHOTO OF C3D POINT #57 PH S53141 SU11 PHOTO OF C3D POINT #58 PH S54142 SU11 PHOTO OF C3D POINT #60 PH S56143 SU11 PHOTO OF C3D POINT #61 & #62 PH S58144 SU11 PHOTO OF C3D POINT #63 & #64 PH S59145 SU11 SHEET NUMBER SHEET INDEX: DE S I G N E D B Y : DR A W N B Y : AP P R O V E D B Y : SC A L E : FI L E N A M E : CI T Y O F F O R T C O L L I N S 20 2 3 C O L L E C T I O N S Y S T E M I M P R O V E M E N T S DA T E : Fe b r u a r y 2 9 , 2 0 2 4 J. B u r r e l l Dr a w i n g N a m e : Z : \ ~ B u s i n e s s F o c u s \ P M _ C M \ C i t y O f F o r t C o l l i n s \ 2 0 2 3 C o l l e c t i o n S y s t e m I m p r o v e m e n t s \ D r a w i n g s \ C A D \ S h e e t s \ F C 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g T u e s d a y , F e b r u a r y 1 3 , 2 0 2 4 1 0 : 1 4 A M B y : B r a n d o n M e r r e l l R. B u n n e r D. E g g e r 21 3 3 S . T i m b e r l i n e R o a d , S u i t e 1 1 0 Fo r t C o l l i n s , C o l o r a d o 8 0 5 2 5 Ph o n e : 9 7 0 . 6 3 2 . 5 0 6 8 ww w . d i t e s c o s e r v i c e s . c o m Sh e e t R e v i s i o n s Da t e : Re v i s i o n s : By : No . PROJECT NUMBER: XXXX SU B S U R F A C E U T I L I T Y E N G I N E E R I N G PO T H O L E P H O T O S NT S FC 2 0 2 3 I m p r o v e m e n t s S U E P h o t o . d w g SU13 48 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PHOTO OF C3D POINT #65 PH S56B146 SU11 PHOTO OF C3D POINT #66 PH S61147 SU11 PHOTO OF C3D POINT #67 PH S62148 SU11 PHOTO OF C3D POINT #69 PH S70149 SU11 PHOTO OF C3D POINT #70 & #71 PH S73150 SU11 PHOTO OF C3D POINT #72 PH S72151 SU11 PHOTO OF C3D POINT #73 & #74 PH S71152 SU11 PHOTO OF C3D POINT #75 PH S60153 SU11 PHOTO OF C3D POINT #76 PH S70B154 SU11 SUBSURFACE UTILITY ENGINEERING PLAN QUALITY LEVEL A NOT FOR CONSTRUCTION