Loading...
HomeMy WebLinkAboutBID - 9987 Oak Street Water System Improvements BID INFORMATION AND CONTRACT DOCUMENTS FOR OAK STREET WATER SYSTEM IMPROVEMENTS BID NO. 9987 April 26, 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 Contractor 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 – Project Manual Oak Street Waterline Project Drawings – Oak Street Water Improvements Phase 1 Utility Plans Bid Schedule – Oak Street Waterline Phase 1 Bid Schedule SECTION 00020 INVITATION TO BID BID DUE: 3:00 PM MT (MT RMEPS clock), May 24, 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. 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 May 8, 2024. Please format your e-mail to include: ITB 9987 Oak Street Water System Improvements 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/meetingOptions/?organizerId=cae08f8d-f0e9-4207-a434- c36c77f14498&tenantId=47fa2f5f-0d0a-4a68-b431- 6d1a27b66660&threadId=19_meeting_MzUzYWNjYWEtMDcxNy00MWMzLTg3NzEtNDNlM2Nm ZDJkZDcz@thread.v2&messageId=0&language=en-US Meeting ID: 231 844 462 16 Passcode: VbmRTY 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 Work of this Contract consists of replacement of existing 4-inch waterlines in Old Town Fort Collins. The utility Work is comprised of traditional “open cut” methodology to install approximately 2,300 linear feet of 8” C900 PVC (DR 18) waterline and 250 linear feet 6” C900 PVC (DR18). The work includes replacement of existing service lines, meter pits, hydrant installation/replacement, installation of appurtenances, including fittings and valves. The project includes surface improvements, including asphalt pavement, concrete pavement, concrete sidewalk and curb & gutter, and landscaping to restore areas impacted by the utility trench. The work will require that all water services and water main lines remain active during the course of construction, with the exception of planned outages coordinated and approved by the City. . 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 April 26, 2024 Deadline for questions 3:00 PM MT May 8, 2024 Final Addendum May 15, 2024 Bid Due 3:00 PM MT May 24, 2024 Tentative start date July 22, 2024 Tentative Substantial Completion date February 17, 2025 END OF SECTION SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 9987 Oak Street Water System Improvements 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 PAGE FOR BID 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, 9987 Oak Street Water System Improvements 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 projects in a dense urban environment. 2. Projects involved extensive public outreach and accommodation to a variety of stakeholders, including property owners, tenants, 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 water distribution main installation at four to 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: 9987 Oak Street Water System Improvements 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 9987 Oak Street Water System Improvements. 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 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 9987 Oak Street Water System Improvements. 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. The Work shall be Substantially Completed by the CONTRACTOR, as evidenced by the issuance of the Certificate of Substantial Completion (Section 00635), within ( ) calendar days after the date of the Notice to Proceed. OR by [month, day, year]. 4.2 The Work must be completed by the CONTRACTOR and ready for issuance of the Certificate of Final Acceptance and Completion (Section 00640) in accordance with Article 14 of the General Conditions within thirty (30) calendar days after Substantial Completion. 4.3. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this CONTRACT and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraphs 4.1 and 4.2 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. OWNER and CONTRACTOR also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any proof, OWNER and CONTRACTOR agree that as Liquidated Damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion. Five hundred dollars ($500) for each calendar day or fraction thereof, during one (1) to thirty (30) days after the Substantial Completion date established in Section 00530 Notice to Proceed until the Work is Substantially Complete; if incomplete after thirty (30) days, the liquidated damages are One thousand dollars ($1,000) per calendar day, or fraction thereof, until the Work is Substantially Complete. 2) Final Acceptance and Completion: After Substantial Completion, two hundred fifty dollars ($250) for each calendar day or fraction thereof after thirty calendar days until Final Acceptance and Completion ARTICLE 5. CONTRACT PRICE OWNER shall pay CONTRACTOR for performance of the Work in accordance with the CONTRACT Documents in the amount of ($ ). 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 00440 Contractor Safety Form 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 00635 Certificate of Substantial Completion Section 00640 Certificate of Final Acceptance and Completion Section 00650 Lien Waiver Releases Section 00660 Consent of SURETY Section 00670 Application for Exemption Certificate 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 – Project Manual Oak Street Waterline Project Drawings – Oak Street Water Improvements Phase 1 Utility Plans 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: Beck Anderson PO Box 580 Fort Collins, CO 80522 banderson@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 $1,000,000) PRINTED By: Gerry Paul, Purchasing Director Title: Date: Date: Attest: (CORPORATE SEAL) Attest: Approved as to Form: 00530 NOTICE TO PROCEED Original Bid Number & Name: 9987 Oak Street Water System Improvements Description of Work: To: [CONTRACTOR] This notice is to advise you: That the CONTRACT covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. Therefore, as the CONTRACTOR for the above described Work, CONTRACTOR is hereby authorized and directed to proceed with the Work to begin on . The dates for Substantial Completion and Final Acceptance shall be , 20 and , 20 , respectively. Dated this day of , 20 . OWNER: CITY OF FORT COLLINS By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 . CONTRACTOR: [CONTRACTOR] By: Title: SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance and Completion 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of SURETY 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL PEOPLE BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation) (a Limited Liability Company), hereinafter referred to as the "PRINCIPAL" and (Firm) (Address) hereinafter referred to as "the SURETY", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522, a home rule municipality, hereinafter referred to as the "OWNER", in the penal sum of ($ ) 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, 9987 Oak Street Water System Improvements. 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, 9987 Oak Street Water System Improvements. NOW, THEREFORE, if the PRINCIPAL shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in the CONTRACT and any authorized extension or modification thereof, including but not limited to, all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of the Work, and all insurance premiums on the Work, and for all labor, performed in the Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the CONTRACT or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any change, extension of time, alteration or addition to the terms of the CONTRACT or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the SURETY must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed this day of , 20__. IN PRESENCE OF: PRINCIPAL (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other PARTNERS _____________________________ By: _____________________________ By: IN PRESENCE OF: SURETY _____________________________ By:_____________________________________ _____________________________ (Address) (SURETY Seal) NOTE: Date of Bond must not be before date of CONTRACT. If CONTRACTOR is Partnership, all partners should execute Bond. ATTACH TO FORM WHEN SUBMITTED: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact SECTION 00630 CERTIFICATE OF INSURANCE The CONTRACTOR will provide, from insurance companies acceptable to the OWNER, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this Bid, the CONTRACTOR shall furnish the OWNER with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies. In case of the breach of any provision of the Insurance Requirements, the OWNER, at its option, may take out and maintain, at the expense of the CONTRACTOR, insurance as the OWNER may deem proper and may deduct the cost of the insurance from any monies which may be due or become due the CONTRACTOR under this CONTRACT. Insurance certificates should show the certificate holder as follows: City of Fort Collins Purchasing Division PO Box 580 Fort Collins, CO 80522 The OWNER, its officers, agents and employees shall be named as additional insureds on the CONTRACTOR's general liability and automobile liability insurance policies by marking the appropriate box or adding a statement to this effect on the certificate, for any claims arising out of work performed under this CONTRACT. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The CONTRACTOR shall maintain during the life of this CONTRACT for all of the CONTRACTOR’s employees engaged in work performed under this CONTRACT. Workers' Compensation & Employer’s Liability insurance shall conform with statutory limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee, or as required by Colorado law. B. General Liability. The CONTRACTOR shall maintain during the life of this CONTRACT such General Liability as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this CONTRACT. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for General Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. C. Automobile Liability. The CONTRACTOR shall maintain during the life of this CONTRACT such Automobile Liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this CONTRACT. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for Automobile Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. D. Subcontractors. In the event any work is performed by a subcontractor, the CONTRACTOR shall be responsible for any liability directly or indirectly arising out of the work performed under this CONTRACT by a subcontractor, which liability is not covered by the subcontractor's insurance. E. Primary Coverage. For any claims related to the CONTRACT, CONTRACTOR’s insurance shall be primary coverage, and any insurance or self-insurance maintained by the OWNER, its officers, agents and employees shall be in excess of the CONTRACTOR’s insurance and shall not contribute with it. F. Waiver of Subrogation. CONTRACTOR will grant to the OWNER a waiver of any right of subrogation which any insurer of CONTRACTOR may acquire against the OWNER by virtue of any payment of any loss. CONTRACTOR agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the OWNER has received a waiver of subrogation endorsement from the insurer. In the event any work is performed by a subcontractor, the CONTRACTOR shall be responsible for any liability directly or indirectly arising out of the work performed under this CONTRACT by a subcontractor, which liability is not covered by the subcontractor's insurance. SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 9987 Oak Street Water System Improvements 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, 9987 Oak Street Water System Improvements. 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: 9987 Oak Street Water System Improvements 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: 9987 Oak Street Water System Improvements 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: 9987 Oak Street Water System Improvements 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: 9987 Oak Street Water System Improvements CONTRACTOR: Name ENGINEER: Name PO NUMBER: You are directed to proceed promptly with the following change(s): Description: Purpose of Work Change Directive: Attachments: (List documents supporting change) If OWNER OR CONTRACTOR believe that the above change has affected Contract Price, any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Price: Unit Prices Lump Sum Cost of the Work Estimated increase (decrease) in Contract Price: $ If the change involves an increase, the estimated amount is not to be exceeded without further authorization. Estimated increase (decrease) in Contract Times: Substantial Completion: days; Ready for Final Acceptance: days REQUESTED: Name CONTRACTOR AUTHORIZED REPRESENTATIVE DATE RECOMMENDED: ENGINEER AUTHORIZED REPRESENTATIVE DATE AUTHORIZED: OWNER AUTHORIZED REPRESENTATIVE DATE Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with CONTRACT NUMBER DATE AMOUNT The present status of the account for this CONTRACT is as follows: 1 2 Original CONTRACT Amount: $ 3 Net Change by Change Order: $ Current CONTRACT Amount: $ Total Completed and Stored to Date: $ Less Previous Applications: $ Amount Due this Application - Before Retainage $ Less Retainage $ Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $ CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the CONTRACT. OR The undersigned CONTRACTOR certifies that to the best of its knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the CONTRACT Documents, that all accounts have been paid for Work for which previous Applications for Payment were issued and payments received, and this current payment requested herein is now due. The above Amount Due this Application is requested by the CONTRACTOR. Date: By: In accordance with the CONTRACT Documents, based on site observations and the data comprising the above Application, the ENGINEER certifies to the OWNER that the Work has progressed to the point indicated; that to the best of its knowledge, information and belief, the quality of the Work is generally in accordance with the CONTRACT Documents, and that the CONTRACTOR is entitled to payment of the amount requested herein subject to any set-offs set forth on the attached exhibit. Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work 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 OAK STREET WATERLINE PROJECT FOR CITY OF FORT COLLINS APRIL 2024 Section No. Subject Page(s) PROJECT MANUAL TABLE OF CONTENTS CITY OF FORT COLLINS OAK STREET WATERLINE 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 00-10 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 23-05 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 05 02 Waterlines .......................................................................................................... 33 05 02-24 33 05 03 Disinfection of Water Distribution Systems ........................................................ 33 05 03-11 33 05 23 Pipe Boring and Horizontal Direction Drilling ..................................................... 33 05 23-05 END OF CONTENTS TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ April 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 of the existing 4-inch waterline in Old Town Fort Collins. The utility work is comprised of traditional “open cut” methodology to install approximately 2,300 linear feet of 8” C900 PVC (DR 18) waterline and 250 linear feet 6” C900 PVC (DR18). The work includes replacement of existing service lines, meter pits, hydrant installation/replacement, installation of appurtenances, including fittings, valves, and as defined herein. The project includes surface improvements, including asphalt pavement, concrete pavement, concrete sidewalk and curb & gutter, and landscaping to restore limits impacted by the utility trench. The Contractor shall provide all labor, equipment, materials, and supplies necessary to complete the Work. The utility work will require that all water services and watermain lines remain active during the course of construction, with the exception of planned outages, approved by the Owner. B. Coordinate the progress of the Work including coordination between trades, subcontractors, suppliers, public and private utilities and Owner to ensure the progress of Work. C. It is the intent of this contract that Work proceed in the most expeditious manner possible. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ April 2024 01 11 00-2 Ditesco D. The Work identified in the unit price bid schedules comprises all work to be completed by the Contractor to construct the Oak Street Waterline 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. The City of Fort Collins is in the process of contracting with WW Clyde to complete the Oak Street Storm Project. This project is in the vicinity of the Oak Street Waterline Project and will require the Contractor to coordinate project schedules, road closures, and surface restoration. 1.5 CONTRACTOR USE OF SITE AND PREMISES A. Contractor shall limit use of the premises for Work and storage where possible. B. Contractor shall provide safe pedestrian access to all homeowner properties. C. Coordinate use of premises under direction of Engineer and Owner’s Project Manager. D. Assume full responsibility for the protection and safekeeping of products stored on site under this Contract. E. Move any stored products, under Contractor's control, that interfere with operations of the Owner. F. Staging areas are anticipated to within the work zone. Contractor is responsible for protection of any on-site material staging. 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 Engineer’s Phasing Plan provided on sheet C102 of the contract drawings. No deviations from the Engineers Phasing Plan will be accepted without written approval from the Engineer and the Owner. This work plan shall include the sequencing of the operation including system shutdown, maintaining service connections through construction, tie-in to the existing water mainlines, service restoration, and turning over new, operational system over to the City. 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 east of N. Shields Street before starting work at the Shields intersection, 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 TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ April 2024 01 11 00-3 Ditesco 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.Waterline Replacement a. The waterline replacement includes the installation of the C900 DR 18 PVC waterline, fittings, valves, hydrants, and appurtenances as indicated in the drawings. The waterline replacement includes the following: 1.Waterline A: 6” C900 DR18 PVC located STA 10+00 to 11+49.81 on S. Grant Street 2.Waterline B: 8” C900 DR18 PVC located STA 10+00 to 27+41.59 on W. Oak Street (East of S. Shields Street) 3.Waterline C: 8” C900 DR18 PVC located STA 10+00 to 13+58.90 on S. Mack Street 4.Waterline D: 8” C900 DR18 PVC located STA 10+00 to 11+32.53 on W. Oak Street (West of S. Shields Street) 5.Storm Drain A & A1:8” SDR 35 PVC located at Oak Street and Washington intersection 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. 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. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ April 2024 01 11 00-4 Ditesco 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. 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. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ April 2024 01 11 00-5 Ditesco 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. B. Coordinate work related to the Project to ensure completion of work according to the contract milestones. C. Coordinate completion and cleanup of Work of separate Sections. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 11 00 SUMMARY OF WORK ____________________________________________________________________________________ April 2024 01 11 00-6 Ditesco PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 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 OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 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 OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 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 OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 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, 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 the Work. 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 as 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 the Work. D. Construction Surveying: 1. This work consists of the construction surveying, calculating, and staking necessary for the construction for all elements of the project. The work shall be done under the TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 2024 01 25 00-5 Ditesco supervision of a Professional Land Surveyor (PLS) who is experience and competent in surveying and staking. This shall include all personnel, survey equipment, safety equipment, materials necessary to perform the required surveying and staking. Construction Surveying will 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 the Work. E. 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. F. Traffic Control Inspection 1. This work shall include the worksite traffic inspector whose duties include, daily verification of accurate implementation of approved MHT. Inspector shall complete necessary corrections. Traffic Control Inspection shall be measured and paid for by the day. 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, variable message 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. Flagging 1. This work consists of all traffic control devices, including but not limited to, signs, cones, barrels, arrow boards, variable message 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 hour. I. 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. This shall include saw cutting to form straight and refined edges for areas subject to replacement. 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. J. Concrete Pavement Removal 1. This work shall consist of removing the existing concrete pavement for utility installation. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 2024 01 25 00-6 Ditesco 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 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 Curb & Gutter Removal 1. This work shall consist of removing the existing concrete curb and gutter. All associated sawcutting, trucking, hauling, disposal, equipment, and labor will not be paid for separately but included in the work. Payment shall not be made for adjacent stones that require removal due to avoidable damage caused by the Contractor. Any protective measures used to protect adjacent stones 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 Owner. Removal of concrete shall be measured and paid for by the linear foot. L. Concrete Sidewalk Removal 1. This work shall consist of removing the existing concrete sidewalk. All associated sawcutting, 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 avoidable 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 Owner. Removal of concrete shall be measured and paid for by the linear foot. M. Pothole Unknown Service Material 1. This work shall consist of investigatory potholing to identify the existing service material at properties along the proposed waterline alignment. Potholing is to be completed prior to the installation of the new waterline to determine the necessary repair method for locations where the service material is unknown. Services that include lead goosenecks and/or galvanized pipe will require removal and replacement. This work includes coring, potholing, and restoration, as needed. All other utility potholing will be considered incidental to their respective bid item. Pothole Unknown Service Material shall be measured and paid for by the each. N. Sanitary Sewer Service CCTV 1. This work shall consist of completing CCTV inspections of all existing sanitary sewer services that cross the proposed waterline. The inspection shall document the horizontal and vertical locations of the pipe and shall be completed before and after the waterline installation Sanitary Sewer Service CCTV shall be measured and paid for by the each. O. 6-Inch C900 Waterline Installation 1. This work consists of all excavation, removal of existing waterline pipe (as needed), and installation of 6-inch diameter DR 18 C900 PVC waterline, including all joint restraints, bends, and foster adaptors, as shown on the contract drawings. This work includes utility TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 2024 01 25 00-7 Ditesco potholing, cutting, capping, and abandoning existing waterline, excavation, dewatering, concrete thrust blocks, and pipe bedding. This work shall include all other items shown on the contract drawings and specifications not explicitly defined herein or within the subsequent bid items. 6-Inch C900 Waterline Installation shall be measured and paid for per linear foot. P. 8-Inch C900 Waterline Installation 1. This work consists of all excavation, removal of existing waterline pipe, and installation of 8-inch diameter DR 18 C900 PVC waterline, including all joint restraints, bends, and foster adaptors, as shown on the contract drawings. This work includes utility potholing, cutting, capping, and abandoning existing waterline, excavation, dewatering, concrete thrust blocks, and pipe bedding. This work shall include all other items shown on the contract drawings and specifications not explicitly defined herein or within the subsequent bid items. 8-Inch C900 Waterline Installation shall be measured and paid for per linear foot. Q. Waterline Valve 1. This work consists of furnishing and installing the valves for the waterline. This work includes the necessary excavation, concrete thrust blocks, and bedding. Waterline tee shall be measured and paid for by the each. R. Waterline Tee 1. This work consists of furnishing and installing the tees for the waterline. This work includes the necessary excavation, concrete thrust blocks, and bedding. Waterline tee shall be measured and paid for by the each. S. Fire Hydrant Assembly 1. This work consists of the abandonment and removal of the existing fire hydrants and installation of the fire hydrant assembly as shown on the contract drawings. This work includes utility potholing, excavation, concrete thrust blocks, and pipe bedding. The 6- inch diameter DR 18 C900 PVC, tee, and valve associated with the fire hydrant assembly shall not be measured and paid for separately, but shall be included in the work. Fire Hydrant Assembly shall be measured and paid for by the each. T. Waterline Service Connection – Type I (Connection to Main Only) 1. This work consists of the installation of the waterline service connection from the existing service to the new mainline location for a maximum distance of 5-feet. This item shall include the replacement of the existing gooseneck if it contains lead. All labor, equipment, and materials will not be paid for separately but shall be included in the work. Waterline Service Connection – Type I (Connection to Main Only) shall be measured and paid for by each. U. Waterline Service Connection – Type II (Connection to Main & Service Replacement to Curb Stop) 1. This work consists of the installation of the waterline service connection from the curb stop to the new mainline location. This item shall include the replacement of the existing gooseneck and service line if it contains lead and galvanized material, respectively. Excavation and bedding will not be measured and paid for separately but shall be included in the work. All labor, equipment, and materials will not be paid for separately but shall be included in the work. Waterline Service Connection – Type II (Connection to Main & Service Replacement to Curb Stop) shall be measured and paid for by each. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 2024 01 25 00-8 Ditesco V. Waterline Service Connection – Type III (Connection to Main & Service Replacement to Meter Pit) 1. This work consists of the installation of the waterline service connection from the meter to the new mainline location. This item shall include the replacement of the existing gooseneck and service line if it contains lead and galvanized material, respectively, as well as the meter box and yolk. Excavation and bedding will not be measured and paid for separately but shall be included in the work. All labor, equipment, and materials will not be paid for separately but shall be included in the work. Waterline Service Connection – Type III (Connection to Main & Service Replacement to Meter) shall be measured and paid for by each. W. Waterline Service Connection – Horizontal Directional Drilling 1. This work consists of the installation of the HDPE waterline service connection by horizontal directional drilling at the Washington Avenue Intersection, per the contract drawings and specifications. The HDPE services provide water to 117 S. Washington, 900 W Oak Street, and 832 West Oak Street. Furnish and install of the HDPE pipe material, curb stop, meter pit, and yolk shall be included in the work. Excavation and backfill of the pits will not be measured and paid for separately but shall be included in the work. All labor, equipment, and materials will not be paid for separately but shall be included in the work. Waterline Service Connection – Horizontal Directional Drilling shall be measured and paid for as a lump sum. X. 8-Inch SDR 35 Storm Pipe Installation 1. This work consists of the installation of the 8-Inch SDR 35 Storm Pipe, per the contract drawings. Removal of the existing storm pipe and the inlet modifications will not be measured and paid for separately but shall be included in the work. Additionally, all excavation and pipe bedding shall be included in the work. 8-Inch SDR 35 Storm Pipe Installation shall be measured and paid for by the linear foot. Y. Utility Backfill – Native Material 1. This work consists of the utility trench backfill of native material. The trench shall be backfilled and compacted with native material from the top of the bedding material to the top of subgrade. This includes backfill of utilities, including the 6” waterline, 8” waterline, the water services. All backfill will be measured and paid for by the cubic yard. Z. Utility Backfill – Flowfill 1. This work consists of the utility trench backfill with a City of Fort Collins approved flowfill mix design. The trench shall be backfilled with flowfill from the top of the bedding material to the top of subgrade. This includes backfill of utilities, including the 6” waterline, 8” waterline, water services, 8” storm line, and the fire hydrant assemblies. All flowfill will be measured and paid for by the cubic yard. AA. 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. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 2024 01 25 00-9 Ditesco BB. Hot Mix Asphalt Grading S (64-22) 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. 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. CC. 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, 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. DD. Concrete Curb & Gutter 1. This work consists of the placement of concrete curb and gutter in accordance with the project plans and specifications. All excavation, compaction, formwork, sawcutting, equipment, labor, and materials required to place concrete curb and gutter shall be included in the Work. Concrete Curb & Gutter will be measured and paid for by the linear foot. EE. Concrete Sidewalk 1. This work consists of the placement of concrete sidewalk to a minimum thickness of six inches. All excavation, compaction, formwork, sawcutting, equipment, labor and materials shall be included in the Work. Any incidental damage to driveways, fencing, landscaping, irrigation, or other property damage requiring repair shall not be measured and paid for separately but shall be included in the cost of the work. Concrete Sidewalk will be measured and paid for by the square foot. FF. 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. GG. Pavement Striping & Markings 1. This work consists of furnishing and applying striping and 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. Striping and pavement marking shall be installed to meet the existing conditions. 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. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 25 00 MEASUREMENT AND PAYMENT April 2024 01 25 00-10 Ditesco PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 29 00 SCHEDULE OF VALUES April 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. 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. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 29 00 SCHEDULE OF VALUES April 2024 01 29 00-2 Ditesco 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 OAK STREET WATERLINE PROJECT 01 31 00 PROJECT COORDINATION April 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 OAK STREET WATERLINE PROJECT 01 31 19 PROJECT MEETINGS April 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 OAK STREET WATERLINE PROJECT 01 31 19 PROJECT MEETINGS April 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 OAK STREET WATERLINE PROJECT 01 31 19 PROJECT MEETINGS April 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 OAK STREET WATERLINE PROJECT 01 32 16 CONSTRUCTION PROJECT SCHEDULES April 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 OAK STREET WATERLINE PROJECT 01 32 16 CONSTRUCTION PROJECT SCHEDULES April 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 OAK STREET WATERLINE PROJECT 01 32 16 CONSTRUCTION PROJECT SCHEDULES April 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 OAK STREET WATERLINE PROJECT 01 32 16 CONSTRUCTION PROJECT SCHEDULES April 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 OAK STREET WATERLINE PROJECT 01 33 00 SUBMITTAL PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 33 00 SUBMITTAL PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 33 00 SUBMITTAL PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 33 00 SUBMITTAL PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 33 00 SUBMITTAL PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 33 00 SUBMITTAL PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 33 00 SUBMITTAL PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 33 00 SUBMITTAL PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 45 00 QUALITY CONTROL April 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 OAK STREET WATERLINE PROJECT 01 45 00 QUALITY CONTROL April 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 OAK STREET WATERLINE PROJECT 01 45 00 QUALITY CONTROL April 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 OAK STREET WATERLINE PROJECT 01 45 00 QUALITY CONTROL April 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 OAK STREET WATERLINE PROJECT 01 45 00 QUALITY CONTROL April 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 OAK STREET WATERLINE PROJECT 01 52 00 TEMPORARY CONSTRUCTION FACILITIES April 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 OAK STREET WATERLINE PROJECT 01 52 00 TEMPORARY CONSTRUCTION FACILITIES April 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 OAK STREET WATERLINE PROJECT 01 52 00 TEMPORARY CONSTRUCTION FACILITIES April 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 OAK STREET WATERLINE PROJECT 01 55 26 TRAFFIC CONTROL April 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 OAK STREET WATERLINE PROJECT 01 55 26 TRAFFIC CONTROL April 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 OAK STREET WATERLINE PROJECT 01 55 26 TRAFFIC CONTROL April 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 OAK STREET WATERLINE PROJECT 01 55 26 TRAFFIC CONTROL April 2024 01 55 26-4 Ditesco END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 01 – GENERAL REQUIREMENTS OAK STREET WATERLINE PROJECT 01 74 00 CLEANING April 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 OAK STREET WATERLINE PROJECT 01 74 00 CLEANING April 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 OAK STREET WATERLINE PROJECT 01 77 00 CLOSE OUT PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 77 00 CLOSE OUT PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 77 00 CLOSE OUT PROCEDURES April 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 OAK STREET WATERLINE PROJECT 01 78 23 PROJECT RECORD DOCUMENTS April 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 OAK STREET WATERLINE PROJECT 01 78 23 PROJECT RECORD DOCUMENTS April 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 OAK STREET WATERLINE PROJECT 01 78 23 PROJECT RECORD DOCUMENTS April 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 OAK STREET WATERLINE PROJECT 02 41 00 DEMOLITION April 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 OAK STREET WATERLINE PROJECT 02 41 00 DEMOLITION April 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 OAK STREET WATERLINE PROJECT 02 41 00 DEMOLITION April 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 OAK STREET WATERLINE PROJECT 02 41 00 DEMOLITION April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 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 OAK STREET WATERLINE PROJECT 03 30 00 CONCRETE PAVING AND FLATWORK April 2024 03 30 00-10 Ditesco END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 03 – CONCRETE OAK STREET WATERLINE PROJECT 03 62 00 GROUT April 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 OAK STREET WATERLINE PROJECT 03 62 00 GROUT April 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 OAK STREET WATERLINE PROJECT 03 62 00 GROUT April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 31 23 13 EARTHWORK AND TRENCHING April 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 OAK STREET WATERLINE PROJECT 32 11 23 AGGREGATE BASE COURSES April 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 OAK STREET WATERLINE PROJECT 32 11 23 AGGREGATE BASE COURSES April 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 TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS OAK STREET WATERLINE PROJECT 32 11 23 AGGREGATE BASE COURSES April 2024 32 11 23 -3 Ditesco moisture content and compacted to a minimum of 95% of the Maximum Standard Proctor Density (ASTM D698). 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, TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS OAK STREET WATERLINE PROJECT 32 11 23 AGGREGATE BASE COURSES April 2024 32 11 23 -4 Ditesco 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. 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. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS OAK STREET WATERLINE PROJECT 32 11 23 AGGREGATE BASE COURSES April 2024 32 11 23 -5 Ditesco END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 32 – EXTERIOR IMPROVEMENTS OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 12 16 ASPHALT PAVING April 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 OAK STREET WATERLINE PROJECT 32 92 23 SODDING April 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 OAK STREET WATERLINE PROJECT 32 92 23 SODDING April 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 OAK STREET WATERLINE PROJECT 32 92 23 SODDING April 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 OAK STREET WATERLINE PROJECT 32 92 23 SODDING April 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 OAK STREET WATERLINE PROJECT 32 92 23 SODDING April 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 OAK STREET WATERLINE PROJECT 32 93 02 TOPSOIL April 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 OAK STREET WATERLINE PROJECT 32 93 02 TOPSOIL April 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 OAK STREET WATERLINE PROJECT 32 93 03 TREE PROTECTION April 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 OAK STREET WATERLINE PROJECT 32 93 03 TREE PROTECTION April 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-8TH 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 OAK STREET WATERLINE PROJECT 32 93 03 TREE PROTECTION April 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 OAK STREET WATERLINE PROJECT 32 93 03 TREE PROTECTION April 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 OAK STREET WATERLINE PROJECT 32 93 03 TREE PROTECTION April 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 OAK STREET WATERLINE PROJECT 32 93 03 TREE PROTECTION April 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 OAK STREET WATERLINE PROJECT 32 93 03 TREE PROTECTION April 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 OAK STREET WATERLINE PROJECT 32 93 03 TREE PROTECTION April 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 OAK STREET WATERLINE PROJECT 32 93 03 TREE PROTECTION April 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 OAK STREET WATERLINE PROJECT 33 05 00 COMMON WORK RESULTS FOR UTILITIES ____________________________________________________________________________________ April 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 02 – Waterlines 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 B. Accurately record actual locations of piping mains, valves, connections, and top of pipe elevations TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 00 COMMON WORK RESULTS FOR UTILITIES ____________________________________________________________________________________ April 2024 33 05 00 - 2 Ditesco 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 3.1 EXAMINATION A. Carefully examine pipe and fittings for cracks, damage to linings, and other defects prior to installation TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 00 COMMON WORK RESULTS FOR UTILITIES ____________________________________________________________________________________ April 2024 33 05 00 - 3 Ditesco 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 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. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 00 COMMON WORK RESULTS FOR UTILITIES ____________________________________________________________________________________ April 2024 33 05 00 - 4 Ditesco 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 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 1 Ditesco SECTION 33 10 00 – WATERLINES PART 1 GENERAL 1.1 SECTION INCLUDES A. Pipe and fittings for project water line. B. Valves, fittings and specials. 1.2 RELATED SECTIONS A. Section 31 23 13—Earthwork and Trenching B. Section 33 05 03—Disinfection of Water Distribution Systems 1.3 REFERENCES A. AWWA C104—Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water B. AWWA C105—Polyethylene Encasement for Ductile Iron Piping for Water and Other liquids C. AWWA C110—Ductile-Iron and Gray-Iron Fittings, 3 Inch through 48 Inch, for Water and Other Liquids D. AWWA C111—Rubber-Gasket Joints for Ductile Iron and Grey-Iron Pressure Pipe and Fittings E. AWWA C150—Thickness Design of Ductile-Iron Pipe F. AWWA C151—Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids G. AWWA C153—Ductile-Iron Compact Fittings, 3 Inch through 12 Inch, for Water and Other Liquids H. AWWA C500—Gate Valves, 3 through 48 in NPS, for Water and Sewage Systems I. AWWA C504—Rubber Seated Butterfly Valves J. AWWA C509—Resilient Seated Gate Valves 3 in through 12 in NPS, for Water and Sewage Systems K. AWWA C600—Installation of Ductile-Iron Water Mains and Appurtenances L. AWWA C606—Grooved and Shouldered Type Joints M. AWWA C905—Standard for Polyvinyl Chloride (PVC) Pressure Pipe “Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14-inch through 48-inch, for Water Transmission and Distribution”. N. NSF 61—Drinking Water System Components—Health Effects TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 2 Ditesco 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 E. Test Reports: Submit reports of field pressure tests under provisions of Section 01 33 00 1.6 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01 33 00 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. Water system installations shall conform to the regulations of the Colorado Department of Public Health and Environment, and the Water Quality Control Commission. C. In case of apparent conflict, state and local requirements govern over these specifications D. 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 TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 3 Ditesco D. Seal valve ends to prevent entry of foreign materials into valve body E. Valves shall be stored off of the ground and away from materials that could contaminate potable water systems. F. 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 G. Adequately tag or otherwise mark all piping and fittings as to size PART 2 PRODUCTS 2.1 DUCTILE IRON PIPE A. ANSI A21.51/AWWA C151: As listed below except as otherwise specified or indicated on Drawings 1. Where fitted with push-on joints, mechanical joints or mechanical joints with joint restraint device or restrained joints: less than or equal to 12” Pressure Class 350, greater than 12” Pressure Class 250 2. Approved Products: American Cast Iron and Pipe Company, U.S. Pipe, McWane Ductile, or an approved equal. B. Fittings 1. Ductile iron: ANSI A21.10/AWWA C110 a. 12 inch and below: 350 psi rating b. Greater than: 250 psi rating C. Joints 1. Mechanical joints: ANSI A21.11/AWWA C111 a. Bolts and nuts: High strength, low alloy steel, "Cor-Ten" or approved equal 2. Mechanical joints with tie rods TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 4 Ditesco a. Tie rods: ASTM A307 b. Steel pipe spacers: ASTM A120, standard weight c. Washers: ANSI A27.2 plain steel d. Plastic plugs: As recommended by pipe manufacturer 2.2 PVC PIPE: A. AWWA C900: 1. Plastic pressure pipe class 200, DR 18 2. Approved Products: Diamond Plastics Corporation, J-M Eagle, North American Pipe Corporation, VinylTech Pipe, North American Specialty Products (certa-lok), Underground Solutions, Inc, or approved equal. 3. Fittings: AWWA C111, cast iron 4. Joints: ASTM D3139 compression gasket ring a. Mechanical joint restraint (bell type) EBAA Iron, Uniflange Series 1500 5. Tracer Wire: Magnetic detectable conductor, brightly colored plastic covering, imprinted with "Water Service" in large letters; #12 AWG high strength single strand solid copper clad steel conductor. 2.3 HDPE PIPE: A. HDPE pipe shall conform to applicable AWWA C906 standards B. HDPE Pipe shall be polyethylene 4710, DR 11 rated for 200 psi pressure, unless otherwise noted. C. Pipe lengths, fittings and flanged connections to be joined by thermal butt-fusion shall be of same type, grade and class of polyethylene compound and supplied from same raw material supplier. D. Fittings shall be molded for sizes 6 inches and smaller and shall be fabricated from polyethylene pipe; for sizes 8 inches and larger, by means of thermal butt-fusion. Ends of fabricated fittings shall not be trimmed to match pipe section to which they are going to be joined. Polyethylene fittings shall have same or higher pressure rating as pipe when installed. At the Contractor’s option, HDPE to ductile transition fittings may be used. E. Flanges: ASTM A240, Type 316 stainless steel, ASTM A536, ductile iron, backing flanges with 125 pound, ASME B 16.1 Standard drillings. Flanges shall be complete with one-piece, molded polyethylene stub ends. Flanged connections shall have same or greater pressure rating as pipe. F. Gaskets: Gasket material, size and thickness shall be as recommended by pipe or flange manufacturer. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 5 Ditesco G. Joints: Thermal butt-fusion, except where connecting to unions, valves and equipment with threaded connections that may require future disassembly. 2.4 WIRE: A. All pipe shall have dual tracer wire fastened to pipe every five (5) feet. Wire shall be specifically designed for below grade location installations and minimum of 12 AWG, unless otherwise noted. Test stations shall be installed to grade at every valve and hydrant. Tracer wire shall meet minimum requirements to withstand backreaming and pulling process or as approved by Engineer. 1. Acceptable Products and Manufacturers: A. Direct bury application 1. Copperhead SuperFlexCCS 30 mil insulation 2. Or Approved Equal B. Directional bore application 1. Copperhead SoloShot EHS-CCS HDPE 45 mil insulation. 2. Or Approved Equal 2.5 WARNING TAPE: A. Tape to read: CAUTION: BURIED WATER LINE BELOW B. Colors: Blue background with black text C. APWA & AASHTO compliant D. Tape shall be detectable 5 mil for plastic piping or other detectable non-degradable material. E. Tape shall be placed twelve (12) inches above top of pipe and centered over pipe in backfill. Tape shall run continuous with pipe. 2.6 WATER SERVICE LINES A. No galvanized pipe or fittings shall be used. B. All brass fitting shall be no lead brass. C. Copper Tubing 1. Water tubing: Buried, ASTM B88; FS WW-T-799, Type K annealed; or FS WW-T- 775 2. Water tubing: Exposed or above grade, ASTM B88; Type L, hard drawn 3. Fittings a. Compression Joints: Crawford "Swagelok," Hoke "Gryolok," Imperial Eastman "Hi-Seal," Parker-Hannifin "CPI," Eaton Weatherhead "Self Align," or equal D. HDPE Service 1. DR 9 High Density Polyethylene (HDPE) shall conform to ASTM D2737 Copper Tube Size (CTS) 2. Stiffeners are required when making a compression connection on HDPE pipe. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 6 Ditesco 3. Tracer wire is required for all plastic service lines and shall be terminated in a locator station box. 2.7 GATE VALVES— THROUGH 12 INCHES A. All gate valves shall be a resilient seat type and manufactured in accordance with AWWA C509. B. All valves shall open clockwise (right). C. All gate valves shall have an epoxy coated interior and exterior and wrapped in 8-mil plastic and sealed with duct tape. D. All gate vavles shall be provided with two O-ring type stem seals in accordance with Section 4.8 of AWWA C509. E. Acceptable manufacturers: Mueller, American Flow Control, Clow, M&H Valve Company, US Pipe F. All gate valves shall be provided with two o-ring stem seals, in accordance with Section 4.8 of AWWA C509 G. The operating nut on all gate valves shall be between 4 and 5 feet below finished grade. If the operating nut on gate valve is more than five feet below finish grade, a valve extension shall be used. 1. If, in order to achieve the operating nut depth noted above it is necessary to use a riser stem, the riser stem shall NOT be pinned. The riser stem shall be coated or galvanized to prevent corrosion and shall be set two feet below finished grade. H. All gate valves, whether on ductile iron water lines, or PVC, must be restrained. 2.8 AIR AND VACUUM RELIEF VALVES—3 INCHES AND SMALLER A. Combination, integral type, air release and vacuum relief valves B. Manufacturers: 1. Val-Matic Model 203C.2 2. Or Approved Equal 2.9 BEDDING MATERIALS A. Bedding: As specified in Section 31 23 13 2.10 HYDRANT A. General 1. All fire hydrants shall be designed and manufactured in strict compliance with AWWA Standard C-502 entitled “AWWA Standard for Dry-Barrel Fire Hydrants”. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 7 Ditesco B. Service 1. All fire hydrants shall be designed for working pressure of 250 psi and each factory assembled unit shall be hydrostatically tested in accordance with applicable Standards noted in this specification. Shop tests for the body and main valve will be subjected to a hydraulic pressure of 300 psi. C. Size of Hydrant 1. Hydrants shall have a main valve opening size of five and one quarter (5-1/4) inches. D. Type of Hydrant 1. Hydrants shall be a three-way type with two (2) hose nozzles and one (1) pumper nozzle located on the same plane with the center line of the pumper nozzle, at least eighteen 2. (18) inches above ground line. E. Inlet Connection 1. Hydrant shall be provided with a mechanical joint inlet to accommodate 6-inch diameter ductile iron or PVC pipe complete with plain rubber gasket, gland, bolts and nuts all in accordance with ANSI A21.11. 2. All nuts and bolts shall be high-strength, low alloy 304 Stainless Steel, manufactured in accordance ANSI A21.11 (AWWA C111). F. Main Valve Assembly 1. Main valve of the hydrant shall be 5-1/4-inch diameter compression type which closes with the water pressure. Seat ring shall be bronze with a machined face and external threads for threading into a bronze drain ring or a bronze bushed shoe to provide bronze to bronze seating for the main valve, complete with O-rings for sealing. 2. Gasket for valve shall be a replaceable type fabricated of a resilient material with a threaded bottom plate or nut complete with seal to prevent leakage from the hydrant. 3. The valve assembly shall include one or more drain valves which will work automatically with the main valve and drain the barrel when the main valve is in the closed position. All drain tubes shall be bronze lined and sized large enough for the barrel to drain within 12 minutes when the barrel is sized for a five (5) foot trench depth. 4. All parts of the main valve assembly shall be so designed that removal of the assembly from the barrel is accomplished without excavation in accordance with Section 3.2 of the referenced specifications. G. Operating Shaft Nut 1. The operating nut shall be 7/8-inch tapered square. Bushings in bonnet shall be so constructed that it will prevent the operating nut from traveling during opening or TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 8 Ditesco closing operation; also the bushing shall house a gasket or seal to prevent moisture or foreign material from entering the lubricant reservoir. 2. The hydrant shall open by turning the operating nut to the right in a clockwise direction and shall have an arrow on top of the bonnet to designate the direction of opening. H. Pumper Nozzle and Cap 1. The pumper nozzle shall be 4-1/2-inch nominal diameter with four (4) threads per inch NST; threads shall be open right (clockwise). 2. Nozzle cap shall be furnished with a synthetic rubber gasket installed in a retaining groove and the dimensions and shape of the nozzle cap nut shall be the same as the operating shaft nut as described in Paragraph 2.8 of the specifications. 3. Nozzle caps shall be furnished with security chains with one end of each securely attached to the upper barrel section of the hydrant. I. Hose Nozzles and Caps 1. The two hose nozzles shall be 2-1/2-inch nominal diameter with seven and one-half threads per inch (2.5 – 7.5 N.H.). Threads shall be open right(clockwise) and National Standard in accordance with NFPA No. 194. Each hose nozzle shall include a nozzle cap with nut and security chain. J. Nozzle Attachement 1. The hose and pumper nozzles shall be threaded and locked in place by a stainless steel pin or screw. Sealing of the threaded connections shall be accomplished by the use of O-ring gaskets. K. Color 1. The upper exposed section of the hydrant above ground shall be given a prime coat of synthetic red lead primer, Type IV-TFP-86a, followed by one shop coat of heavy duty alkyd enamel paint conforming to the City’s standards. Acceptable paint and manufacturers: Diamond Vogel Nu-Cling; 100% acrylic latex enamel gloss Part #MH3533 Safety Yellow or approved equal from the Utility. 2. The buried portion of the hydrant shall be given a bituminous coating in accordance with Section 6-8.1 of AWWA C-106 Standards. L. Hydrant Gravel 1. Hydrant Gravel shall be a well graded crushed stone or gravel, conforming to ASTM- D448, CDOT #67 TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 9 Ditesco M. Manufacturers: 1. Mueller Company—A-423 5-1/4” Super Centurion 250, Aqua-Grip restraint system may be used with Mueller Hydrant, no other options required. 2. Waterous Company—Pacer Model 250 with Weather Shield nut (5-1/4”), shall include a bronze bushed shoe providing bronze to bronze seating for the main valve complete with O-ring for sealing. 3. No substitutions allowed. 2.11 ACCESSORIES A. Valve boxes for all buried valves, depth as required for valve 1. The manufacturer of valve box components shall be experience in the design and construction, shall be regularly engaged in the manufacture and shall have produced valve boxes which have given successful service for a period of at least five years. 2. Manufacturers i. East Jordan Iron Works 8560 series ii. Casting Inc 6860 series iii. Tyler 6860 series iv. Or Approved Equal 3. Gray cast iron extension sleeve type with boxes and covers, in compliance with the requirements of ASTM A48 or ASTM A 126. 4. Minimum diameter: 5 inch 5. Minimum thickness: 3/16 inch 6. Box, cover, and base coated by dipping in asphalt varnish 7. An appropriate word designating “WATER” on the cover B. Concrete for Thrust Blocks: 3000 psi minimum ready mix. Sack-crete is not allowed. C. Joint Restraint: Megalugs, EBAA Iron D. Meter: 2” by 2” manufactured by Badger, Neptune, no substitutions allowed. 1. Remote Readout Units: Compatible with meter E. Meter Box: DFW Plastics #DFW 20 x 48, Mid States Polyethylene, #20 x 48, no substitutions allowed. 1. Meter boxes shall be a minimum of 20-inches in diameter, a minimum of 48-inches in length. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 10 Ditesco 2. Meter box covers shall be constructed of cast iron with cast iron recessed lids and rubber or plastic inner lids. F. Corporation Stops: 1. All corporation stops shall conform to AWWA C800. i. All corporation stops shall be constructed of no lead brass. ii. Corporation stop inlet threads for tapping saddles shall be "cc" type. iii. Corporation stop inlet threads for tapped tees shall be IP type. iv. All corporation stop outlets shall use a compression connection. v. All corporation stops shall be ball type valves only. vi. Corporation stops shall be used for all taps which are 2-inches and smaller. vii. Corporation stops shall have uniform size on inlet and outlet. 2. Mueller #B25008, Mueller #N35008 (if insulated corp is required), Ford #FB1000-Q (quick joint coupling only), A.Y. McDonald #74701BQ, no substitutions. G. Couplings: Mueller #H-15403, Ford C44-Q (quick joint coupling only), A.Y. McDonald #4758Q, no substitutions. H. Curb Stop: 1. All curb stops shall have compression connections at both ends. 2. Top threads for all curb stops shall be Minneapolis type. 3. Curb stops shall be used for services which are 2-inches and smaller. 4. Curb stops shall be ball type valves only. 5. Curb stops shall not be of the “Stop & Waste” type. 6. Curb stops shall have positive stop at 90 degrees on or off. 7. Ford Ball Type B-22, Mueller B25155 with Minneapolis top threads, A.Y. McDonald #6104Q with Minneapolis top threads, Ford B44-MQ (quick joint coupling only with Minneapolis top treads), no substitutions allowed. I. Curb Box: 1. Mineeapolis pattern base shall be used for all curb stops. 2. Mueller #H-10302, no substitutions allowed. J. Tapping Sleeve TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 11 Ditesco 1. Sleeves shall be designed for a minimum working pressure of 150 psi. The sleeve body shall be fabricated stainless steel or steel with epoxy lining and coating. The sleeve body shall have a flanged outlet for the branch connection with dimensions and drillings complying with ANSI B16.1 and AWWA C207 Class D, ASNI 150 lb drilling. The sleeve body shall form a water tight seal at the main line tap by means of a synthetic rubber gasket. Full circle gaskets are required for all size on size taps. 2. All nuts and bolts shall be high-strength, low alloy 304 stainless steel, manufactured in accordance with ANSI A21.11 (AWWA C111). 3. Gaskets shall be a resilient, synthetic rubber material subject to the manufacturer's specification and formulated to resist oil, water, acids and alkalis and aliphatic hydro- carbons. 4. Romac FTS 420, Smith Blair, Inc., Ford Meter Box Co, or approved equal. K. Tapping Saddle: 1. Tapping saddles for 2-inch and smaller services shall have either a bronze or brass body with bronze single or double flat straps and bronze nuts. i. Outlet threads on tapping saddle shall be “cc” type. 2. Mueller, Ford, James Jones Co, no substitutions. 2.12 CORROSION CONTROL A. Paint all ferrous metal surfaces of valves and accessories (including joint restraint all- threads) for corrosion protection with rust inhibitive primer: Tnemec "Series 77 Chem- Prime," Sherwin Williams "Ken Kromick Universal Metal Primer," or equal B. Polyethylene encasement: AWWA C105: seamless tube, ASTM D1248, Type I, Class C, Grade E-1, 8 mils thick 1. Joint tape: Self-sticking, PVC or polyethylene, 2-inch wide, 10 mils thick, Chase "Cahsekote 750," Kendall "Polyken 900," 3M "Scotchrap 50," or equal 2. Strapping: Nonmetallic, water resistant, FS PPP-S-760, Type II 3. Harness rods shall be covered by 4-inch flat width polyethylene tubing. The entire joint shall be covered by a complete wrap of 48-inch wide polyethylene sheet material cover over each set of lugs C. Cathodic protection: as shown on plans PART 3 EXECUTION 3.1 EXAMINATION A. Carefully examine pipe and fittings for cracks, dents, abraisions, or damage to linings, and other defects prior to installation B. Remove all defective pipe from site and replace TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 12 Ditesco 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. Job Conditions 1. Foreign material, including trench water, shall not be permitted in the pipe. 2. Debris, tools, clothing, or other material shall not be permitted in the pipe. 3. Pipe, or taps, shall not be installed under the following conditions: i. When the trench contains water. ii. When weather conditions are unsuitable. a. Temperature is less than 10 degrees Fahrenheit. Written approval is required when the temperature is 32 degrees Fahrenheit or less. b. Snowing heavily. c. Raining heavily. d. High winds. iii. When the trench bottom is unstable. 4. Pipe and appurtenances shall be protected against dropping and damage. i. Pipe and appurtenances shall not be used if they are damaged. B. Cutting the pipe 1. The pipe shall be cut smooth, straight, and at right angles to the pipe axis, with saws or pipe cutters which are designed specifically for the material. 2. The cut end of the pipe shall be beveled in accordance with the manufacturer's recommendations. 3. Burrs shall be removed and all dust shall be wiped off of the jointing surface. 3.3 JOINTS A. Dirt, oil, grit, and other foreign matter shall be removed from the inside of the bell and outside of the spigot. B. A thin film of lubricant shall be applied to the inside surface of the gasket and the spigot end of the pipe, per the pipe manufacturer's recommendations. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 13 Ditesco C. The lubricated joint surface shall be kept clean until joined. D. The pipe shall have a depth mark prior to the assembly to ensure that the spigot end is inserted the full depth of the joint. E. Stabbing of the pipe shall not be allowed. F. Previously completed joints shall not be disturbed during the jointing operation. G. All joints shall be watertight and free from leaks. 3.4 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 3.5 INSTALLATION—OPEN CUT 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. Lay pipe with bell ends facing the direction of laying except when Engineer authorizes reverse laying D. The joint shall be completed in accordance with the pipe material specification, and the pipe shall be adjusted to the correct line and grade as each length of pipe is placed in the trench. 1. Pipe shall be laid to and maintained at required lines and grades as specified in the approved Construction Drawings. E. Form and place concrete for thrust blocks at each elbow or change of direction of pipe main as indicated on the drawings F. Establish elevations of buried piping to ensure not less than 5 ft of cover, unless otherwise indicated on the drawings G. The pipeline shall be installed so that a uniform positive or negative grade is maintained between the designed high and low points. H. A minimum of 18” vertical clearance shall be maintained when crossing all other utilities, unless otherwise shown on the drawings. I. A minimum horizontal clearance of 10 feet shall be maintained from all other utilities unless approved by the Engineer/Utility. 1. Where water lines cross sewer mains, and the sewer is above the water main or less than 18 inches clear distance vertically below the water main, construct the crossing using one length of pipe at least 14 feet long centered over or under the water main. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 14 Ditesco Encase all sewer line joints with concrete that exist within 10 feet either side of the waterline. 2. In lieu of the above, Contractor may, upon approval of the Engineer/Utility, wrap the joints of the joints of the sewer pipe with Butyl adhesive tape. ii. Tape shall be 12” wide at all locations within 10 feet either side of the water line. iii. Comply with ASTM C 877 (Type III) and manufacturer’s instructions for installation of the material. iv. Suitable backfill or other structural protection shall be provided to prevent settling or failure or the higher pipe. v. The center of the sewer line pipe shall be centered under or over the waterline unless approved by the Engineer/Utility. 3. If an existing water main is taken out of service or shut down then the Contractor shall provide to the Engineer/Utility a written plan on how the main will be put back in service (recharged). This plan should include flushing points, de-chlorination, and valves that will need to be operated. J. Backfill trench in accordance with Section 31 23 13. Contractor shall prevent the opening of joints during bedding and backfilling operations. 1. Bedding Zone Material shall not be dropped onto unsupported pipe, which has been set to alignment and grade. K. Install tracer wire continuous along pipeline; reference details L. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system 3.6 INSTALLATION—VALVES A. Install valves, hydrants, and accessories in accordance with the manufacturer's recommendations B. All valves shall be handled in such a manner as to prevent any injury or damage. All joints shall be thoroughly cleaned before installation. C. Valves shall be located as shown on the Construction Drawings. Any deviations from this shall be at the discretion of the Engineer/Utility. D. Valves shall be set and joined to pipe in the manner previously specified for cleaning, laying and joining the appropriate joints as provided with the valves. Valves shall be set in such a manner that the valve stems are plumb. E. Valves shall be examined for cracks, dents, abrasions, and other flaws prior to installation. Defective valves shall be marked and removed from the site. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 15 Ditesco F. All valves shall be installed a minimum of 4 feet from any fence, bush, building or structure. With the exception of tapping valves, flanged valves shall not be buried. G. Valves shall be installed in such a manner that the operating nut is perpendicular to the ground surface. H. Installed valve shall be supported in place with concrete bricks and then backfilled underneath and around the valve with compacted granular material. I. Tapping valves shall be installed in accordance with the manufacturer’s recommendations. J. Tapping valves and sleeves are to be water pressure tested to 150 psi for 5 minutes with no leakage allowed, prior to proceeding with the wet tap. K. Set valves on solid bearing L. Center and plumb valve box over valve. M. Extend stem within 6 inches of final grade. Provide spacers to center stem in valve box N. Pipe exhaust of air release valves to suitable disposal point O. Valve which have been accepted by the City shall be operated by City personnel only. 3.7 INSTALLATION—VALVE BOXES A. A valve box shall be provided for every valve of size 12" and smaller or as shown on the Construction Drawings. The valve box shall not transmit shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve, with the box cover set to the elevation determined by the Design Engineer. Compact around barrel with hand equipment to minimize misalignment and settling of backfill. B. Drop inserts are not allowed to raise a valve box. Valve box shall be raised and adjusted by turning the box to raise or lower to the appropriate elevation. C. Valve boxes shall be examined for cracks, dents, abrasions, and other flaws prior to installation. Defective valve boxes shall be marked and removed from the site. 3.8 INSTALLATION - TAPPING SLEEVE A. Install tapping sleeves in accordance with the manufacturer’s recommendations. B. Prior to installation, thoroughly remove all oil, scale, and dirt from the saddle and provide a clean seat for the gasket. C. Wipe gasket clean prior to installation. D. Final nut tightening shall be performed with a torque-limiting wrench to the torque level recommended by the Manufacturer. E. Taps larger than two inches shall not be closer than five feet from each other, measured from the center of the tap. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 16 Ditesco F. Taps shall not be made within five feet of a bell or spigot end of the pipe being tapped unless approved by the Engineer/Utility. 3.9 INSTALLATION - HYDRANT A. Carefully clean hydrants of all foreign material and inspect hydrant’s valves in open and closed positions. Notify the Engineer/Utility and do not install the hydrant if it does not function properly. B. Installation practices shall conform to the manufacturer’s recommendations. C. Install hydrants as shown on the Construction Drawings and set plumb. D. All joints on fire hydrant lateral (lead) shall be restrained from main to hydrant. E. All underground valves shall be installed with cast iron valve boxes set over the valve with no weight bearing on the valve or pipe. All underground valves shall be coated with bituminous material and encased in polyethylene. F. Joining of laterals, valves, and hydrants shall be handled in the same manner as pipe. 1. Fire hydrant shall be installed vertically plumb with pumper nozzle facing direction shown on Construction Drawings. i. The vertical distance from any finished surface to centerline of pumper nozzle shall not be less than eighteen inches, nor greater than twenty inches. G. Fire hydrant shall be set to elevation staked, to ensure that line is at final grade. H. Hydrant, piping and valve shall be encased in eight mil polyethylene. 1. When hydrant is connected to a PVC water main, the locator wire for the PVC main shall be wrapped around the lower barrel and then placed in locator station box I. All joints on fire hydrant laterals shall be restrained joint. J. All fire hydrants shall be supported on a minimum of eighteen inches of compacted Hydrant Gravel and supported on a concrete brick. K. If the Contractor chooses to install concrete thrust block then Concrete thrust block shall have a minimum bearing surface area of 4.5 square feet and shall be placed behind hydrant shoe. 1. A sheet of eight mil polyethylene film shall be placed between hydrant shoe and concrete thrust block. 2. Care shall be taken when placing thrust blocks so that hydrant drain holes remain free of obstructions. 3. After pouring thrust block, Hydrant Gravel shall be placed to a depth of twelve inches above hydrant shoe. 4. Hydrant drain holes shall remain free of obstructions. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 17 Ditesco L. Following placement of Hydrant Gravel, area around hydrant shall be backfilled with Flowfill. M. Fire hydrants which are placed in concrete sidewalks or pavement, shall maintain twelve inches of horizontal clearance between the concrete and the hydrant barrel. 1. Space between concrete and barrel shall be filled with asphalt or gravel. N. When installation of fire hydrant in parking or driveway area is approved by Utility, bollards shall be installed around the fire hydrant. O. No post, fence, vehicle, trash, storage, or other permanent or temporary material or item, shall be within four feet of a fire hydrant. P. No tree shall be within 10 feet of a fire hydrant and no bush shall be within 4 feet of a fire hydrant. Q. Ground surrounding the fire hydrant shall slope away from the hydrant at a minimum grade of 2%, toward street. R. After installation of fire hydrant is complete, oil/grease reservoir shall be checked to ensure that it is full. 1. If necessary to fill reservoir, it shall be filled with oil/grease which is specified by hydrant manufacturer. S. If hydrant must be raised, no more than one extension section can be used, unless approved by Engineer/Utility. 1. All adjustments must meet manufacturer’s recommendations for final bury. T. Breakaways on stem must be relocated up relative to the height that the hydrant is being raised to the upper portion of the extension and meet manufacturer’s recommendations. U. Contact Engineer/Utility for final approval of hydrant adjustment. V. Fire hydrants which have been accepted by the City shall be operated by City personnel only. W. Fire hydrants shall be booted or bagged until they have been accepted for service by the City. 3.10 THRUST RESTRAINT (THRUST BLOCKS) A. Anchorage and blocking. 1. General: Thrust blocks can be constructed at all horizontal bends, tees, wyes, offsets, dead ends and reducers in lieu of Mechanically Restrained Bell Restraint Devices (except for fire hydrant leads). A bond breaker shall be placed between the pipe and the thrust block to aid in ease of future removal. For the same reason if a large thrust block is to be poured, it shall be separated by a suitable material into sections. The Construction Drawings show sizes and shapes of thrust blocks. The bearing surface areas are the minimum areas to bear against the undisturbed trench wall. If, in the opinion of the Design Engineer or the Engineer/Utility, the soil bearing TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 18 Ditesco capacity is not sufficient to provide adequate restraint based on the minimum bearing areas shown on the Construction Drawings, then the minimum bearing area shall be increased to the size that will ensure adequate restraint. In every instance the thrust block shall bear against undisturbed earth. When it is impossible, through over excavation or other causes, to pour a thrust block against undisturbed earth, approved restraining systems shall be required to anchor the fittings to the main. Before placing concrete, all equipment for mixing and transporting the concrete shall be clean. All debris, water or ice shall be removed from the place to be occupied by the concrete. Concrete shall not be placed in frozen subgrade. Concrete shall be placed only in the presence of the Engineer/Utility unless inspection has been waived prior to the placement. B. Form Work for Thrust Blocks 1. All forming for concrete thrust blocks and anchors will be done by bulkheading around the shape of the thrust block or anchor with burlap or reinforced paper sacks which have been filled with sand or earth. Sacks shall be of a size easily handled by the workmen when the sacks are full. Filled sacks used to form concrete blocks shall be left in place in the trench. 2. If the main must be placed immediately into service, plastic wood composite or concrete blocks may be used to form up the thrust block. The plastic wood composite or concrete blocks shall be of such design as to support the thrust until the concrete has set. 3. No horizontal struts or braces required for trench shoring shall remain in the concrete thrust blocks. Prior to placing concrete, the forms and ditch bank shall be inspected and approved by the Engineer/Utility. C. Minimum Curing Time 1. Newly placed concrete shall be allowed to set, undisturbed for a minimum curing time of 24 hours prior to pressurizing the pipeline. D. Compaction of Fill Over the Thrust Block 1. Backfill may be placed over the thrust block once the surface has set sufficiently to resist the weight of the backfill. E. Reference Standard Concrete Thrust Blocks & Water Main Lowering Detail Drawings. F. Concrete thrust blocks and anchors for preventing pipe movement shall be provided at all mechanical joint plugs, wyes, tees, crosses, bends which deflect 11-1/4 degrees or more. G. Minimum size of concrete thrust blocks and anchors shall be determined from the table in Standard Concrete Thrust Blocks & Water Main Lowering Detail Drawings. H. Concrete thrust block bottom shall be flat, and sides shall be vertical. I. If soil is disturbed, making a concrete thrust block or thrust anchor unusable, alternate restraining systems must be approved by the Engineer/Utility prior to pipeline installation. J. The concrete thrust block shall be formed to provide access to fittings, valves and hydrants. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 19 Ditesco K. Concrete thrust blocks shall be constructed so that joints and drain holes are clear and accessible. L. The Engineer/Utility shall be notified 24 hours before concrete is placed. 3.11 THRUST RESTRAINT (MECHANICALLY RESTRAINED DEVICES) A. Restraining devices. 1. Mechanically restrained devices can be used in lieu of Thrust Blocks for restraining push-on and mechanical joints at bends, tees, wyes, offsets, reducers and dead ends. i. The Design Engineer shall determine the amount of pipe which needs to be restrained for each individual situation where a mechanical restraining device is needed. ii. The Engineer/Utility may request that the Design Engineer furnish joint restraint calculations including all design considerations and assumptions prior to and/or during installation in order to accommodate specific site conditions. 2. All nuts and bolts shall be high-strength, low alloy 304 Stainless Steel, manufactured in accordance ANSI A21.11 (AWWA C111). 3.12 CONCRETE ENCASEMENT A. Provide as indicated on the drawings B. Suitably support and block pipe and anchor against flotation 3.13 CONNECTION TO EXISTING PIPELINES A. The location and elevation of the existing pipe shall be verified prior to construction. B. Make connections between new and existing piping with suitable fittings C. Schedule connection to minimize inconvenience to the Owner and customers and as authorized by Owner. Maximum allowable outage for tie-ins is 8 hrs. D. Provide facilities for adequate dewatering and disposal of water from dewatered line and excavations without damage to adjacent property E. Potable water lines 1. Take special care to prevent contamination 2. Do not permit trench water, mud, or other contaminating substances in lines TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 20 Ditesco 3.14 PIPELINE APPURTENANCES A. Valves, meters, hydrants and other appurtenances to the water distribution lines shall be installed at the location and to the elevation shown on the Construction Drawings, or as approved by the Engineer/Utility to accommodate field conditions. 1. Measurements of the actual location of appurtenances shall be made prior to backfilling for recording in the Record Drawings 2. Taps shall not be made within five feet of any joint, fitting, or other taps greater than 2 inches. 3. No taps shall be made when the temperature is 32 degrees Fahrenheit, or less, without permission from the Engineer/Utility. B. All dead-end water mains shall be plugged and have a thrust block poured against the plug or be mechanically restrained. C. Blow-offs shall not be permanently installed on dead-end mains. 1. Dead-end water mains with services, shall have a fire hydrant at the end of the water main to facilitate the discharge of air and water from the water main. ii. If the water main is to be extended in the future, the fire hydrant may be installed temporarily, until the extension occurs. D. Blow-offs which are installed by the Contractor during construction shall be abandoned at the main and removed prior to acceptance of the water main. 3.15 SERVICE LINES A. All service lines shall be a minimum of 54 inches and a maximum of 66 inches below the final grade. B. There will be a maximum of one coupling per service, between the main and the curb stop. 1. Service lines (3/4-in. through 2") shall be uniform in size from the corporation stop to 5 feet past the meter. 2. An exterior meter setting will be required if the customer's service line is not uniform in size from the corporation stop to the building. C. When backfilling the service trench, squeegee shall be used under and 6-inches above the goose neck at the service connection. D. All commercial service lines shall be protected by a backflow prevention assembly per the most recent Cross-Connection Control Manual adopted by City Council. This shall include domestic, fire and lawn irrigation service lines 3.16 CORPORATION STOPS A. Taps shall not be made within three feet of any joint or fitting. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 21 Ditesco B. Taps shall be separated by a minimum of three feet (measured along the pipe length), even when taps are made on opposite sides of pipe. C. ¾” and 1” taps shall be positioned at either the 10:00 ’clock or 2:00 O’clock position unless otherwise approved by the Engineer/Utility. D. 1½” and 2” taps shall be positioned at either the 9:00 O’clock or 3:00 O’clock position unless otherwise approved by the Engineer/Utility. E. Taps which are made on the same side of the pipe and within 10 feet of each other (measured along the pipe length), shall be staggered fifteen degrees. F. Taps made to plastic pressure pipe shall be made in accordance with the manufacturer's recommendations. 1. Use tapping saddles only. 2. Use shell cutters to make tap. 3.17 CURB STOPS A. The Contractor shall adjust the curb stop box to ½-inch above final grade prior to final inspection. B. Curb stop box shall be screwed onto the curb stop. C. Curb stop box shall be plumb, so that a shut-off key can be placed on the curb stop. D. Major landscaping (shrubs, boulders, etc.) and structures (retaining walls, fences, buildings, etc.) shall not be placed within four feet of the curb stop box. 1. Trees shall not be planted with ten feet of the curb stop box. E. If the grade of the ground surrounding the curb stop box is changed, after the curb stop box has been installed, the curb stop box cover shall be adjusted to ½-inch above final grade. 3.18 EXTERIOR METER SETTINGS A. Exterior meter settings shall be installed by the Contractor according to the manufacturer’s recommendations, and in accordance with Standard Exterior Setting For ¾” and 1” water meters, 1 ½” to 2”, 3” and 4” Water Meters Detail Drawings. 1. 3/4-inch, 1-inch, 1 ½-inch, and 2-inch meters shall be installed by the Utility upon inspection and acceptance of the meter setting. 2. 3-inch and larger meters are issued by the Utility to be installed by the Contractor prior to inspection and acceptance. B. Meter pits and vaults shall not be installed in any street, alley, parking area, driveway, or sidewalk. C. Major landscaping (shrubs, boulders, etc.) and structures (retaining walls, fences, buildings, etc.) shall not be placed within four (4) feet of any meter box, pit or vault. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 22 Ditesco D. Trees shall not be planted within ten feet of any meter box, pit or vault. E. The ground surrounding meter boxes, pits and vaults shall slope away from the lid at a minimum grade of 2% and a maximum of 10% for a minimum of three (3) feet around the meter box measured from the center of the lid. F. No plumbing connections will be allowed inside the meter box, pit or vault. G. All tees, connections, and couplings shall be a minimum of three (3) feet downstream from the meter box, pit, or vault wall on the outlet side. Sprinkler System Detail. 1. Tees and connections shall not be installed between the curb stop and the meter setter or copper horn. 2. Buried stop & waste valves shall not be installed between the meter boxes, pits, or vaults and the backflow prevention assembly. If blowout needed see Sprinkler System Detail. H. If the grade of the ground surrounding the meter box, pit or vault changes after the installation, the cover shall be adjusted to ½ inch above the final grade by the property owner. I. Meter boxes, pits, or vaults shall not be covered or enclosed as to inhibit meter reading or meter maintenance. J. Inspections 1. A minimum of 48 hour notice is required on all meter inspections. 2. All water meter inspections shall be scheduled through the Utilities Water Meter Shop. 3.19 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. Flush and disinfect system in accordance with Section 33 05 03 3.20 PROTECTION OF METAL SURFACES A. If the supplied material has not been factory coated it shall not be accepted and shall be removed from the site. If the coating has been damaged by installation, the material shall be protected by one of the following methods: 1. Two coats of coal tar paint shall be applied to ferrous metal rods, rebars, clamps, bolts, nuts and other accessories which are subject to submergence or contact with earth or fill material, and are not encased in concrete. i. The first coat of coal tar paint shall be applied to a dry, clean surface. ii. The first coat of coal tar paint shall be allowed to dry before the second coat is applied. 2. If the factory coated epoxy coating has been damaged or chipped it shall be repaired with an epoxy repair kit at the discretion of the Engineer/Utility. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 23 Ditesco 3.21 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 B. Slope exposed water piping and arrange to drain at low points 3.22 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01 45 00 B. Horizontal alignment shall not be deviated from by more than six inches. C. Vertical alignment shall not be deviated from by more than three inches, as measured from the pipe invert. D. Test each line at the Contractor's expense in the presence and to the satisfaction of Engineer E. Provide all necessary pumping equipment, piping connections, pressure gauges, and other required equipment, facilities, and materials F. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no cost to Owner G. Test Conditions Pipe Material Servic e Test Pressure Duration Test Medium PVC Water Supply 150 psi 2 Hour(s)Water HDPE**Water Supply 135 psi 125 psi 4 Hour(s) 1 Hour(s) Water Note: Allowable Loss per AWWA Standards. [L=S*D*P^1/2/133,200] Note: Chlorination and bacterial testing per Section 33 05 03 **Follow testing procedure per Section 33 05 23 F. Polyethylene Pressure Test Procedure. 1. Temperature equalization: Complete pipeline disinfection as outlined in section 33 05 03. Fill test section with potable water and allow water and pipe in the test section to equalize to a common temperature. 2. Test Phase: Gradually increase pressure in the test segment to maximum test pressure of 135psi, add makeup water as necessary in order to maintain the maximum test pressure for a period of four hours. Reduce the maximum test pressure by 10 psi and monitor the pressure continuously for one hour. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 - UTILITIES OAK STREET WATERLINE PROJECT 33 05 02 WATERLINES ____________________________________________________________________________________ April 2024 33 05 02 - 24 Ditesco 3. Pass/Fail Criteria: If the pressure during the test phase remains steady (within 5% of the maximum test pressure) for the one-hour test period a passing test is indicated. END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 1 Ditesco SECTION 33 05 03 – DISINFECTION OF WATER DISTRIBUTION SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. Disinfection of potable water distribution system. B. Testing and reporting results 1.2 RELATED SECTIONS A. Section 33 05 02—Waterlines 1.3 REFERENCES A. ANSI/AWWA B300—Standard for Hypochlorites B. ANSI/AWWA B301—Standard for Liquid Chlorine C. ANSI/AWWA B302—Standard for Ammonium Sulfate D. ANSI/AWWA B303—Standard for Sodium Chlorite E. ANSI/AWWA C651—Standards for Disinfecting Water Mains F. ANSI/AWWA C652—Standards for Disinfection of Water Storage Facilities G. NSF 60—Drinking Water Treatment Chemicals - Health Effects 1.4 SUBMITTALS A. Test Reports: Indicate results comparative to specified requirements B. Certificate: Certify that cleanliness of water distribution system meets or exceeds Colorado Department of Health Standards. C. Certification: Label on container shall have proper precautionary information that material is a strong oxidizing agent and that contact with heat, acids, organics, or combustible materials could cause fire. 1.5 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01 33 00 B. Disinfection report; record: 1. Type and form of disinfectant used 2. Date and time of disinfectant injection start and time of completion 3. Test locations TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 2 Ditesco 4. Initial and 24 hour disinfectant residuals (quantity in treated water) in ppm for each outlet tested 5. Date and time of flushing start and completion 6. Disinfectant residual after flushing in ppm for each outlet tested C. Bacteriological report; record: 1. Date issued, project name, and testing laboratory name, address, and telephone number 2. Time and date of water sample collection 3. Name of person collecting samples 4. Test locations 5. Initial and 24 hour disinfectant residuals in ppm for each outlet tested 6. Coliform bacteria test results for each outlet tested 7. Certification that water conforms, or fails to conform, to bacterial standards of the Colorado Department of Health 8. Bacteriologist's signature and authority 1.6 QUALITY ASSURANCE A. Perform Work in accordance with ANSI/AWWA C651 and C652 1.7 QUALIFICATIONS A. Water Treatment Firm: Company specializing in disinfecting potable water systems specified in this Section with minimum three (3) years’ experience. B. Testing Firm: The City will perform the disinfection testing. 1.8 REGULATORY REQUIREMENTS A. Conform to applicable code or state regulation for performing the work of this Section B. Provide certificate of compliance from City indicating approval of water system. PART 2 PRODUCTS 2.6 DISINFECTION CHEMICALS A. Chemicals: ANSI/AWWA B300, Hypochlorites 1. Hypochlorites for use in swimming pools should not be allowed. 2. Storage shall be in a cold, dark, dry, and secure area. Extreme care shall be exercised in handling of hypochlorites. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 3 Ditesco 3. Chlorine shall be applied using continuous feed or granular methods. Tablet method may not be used. PART 3 EXECUTION 3.6 EXAMINATION A. Verify that piping system has been cleaned and inspected. B. Perform scheduling and disinfection activity with start-up, testing, adjusting and balancing, demonstration procedures, including coordination with related systems C. Complete disinfection before passing pressure tests 3.7 GENERAL A. The Contractor shall properly disinfect all new waterlines and system components prior to placing them in service, in accordance with AWWA C-651. B. All newly constructed pipelines must be flushed, chlorinated and dechlorinated. Bacteriological testing must be performed and results must pass before pressure testing and placing pipeline in service. C. Valves which tie the new main to the existing waterlines and existing water valves in the City’s system shall be operated by approved City personnel only. D. The Contractor shall take appropriate measures during the construction of the work so as to prevent contamination of all pipelines and system components at all times. If in the opinion of the Engineer/Utility, contamination has occurred, all systems shall be flushed before disinfecting. E. If in the opinion of the Engineer/Utility dirt or debris has entered the system that will not be removed by the flushing operation the interior of the pipe shall be cleaned by mechanical means and then shall be swabbed with a 1 percent hypochlorite disinfection solution. Cleaning with the use of a pig, swab, or "go-devil" should be undertaken only when such operation will not force mud or debris into pipe joint spaces. F. Care shall be taken to prevent the disinfectant solution from flowing back into existing pipelines in service. The City shall operate existing valves and shall limit velocities to 2.5 fps. G. If it is not possible to keep the pipe and fittings dry during installation, every effort shall be made to assure that any of the water that may enter the pipe joint spaces contains an available chlorine concentration of approximately 25 mg/l. This may be accomplished by adding calcium hypochlorite granules to each length of pipe before it is lowered into a wet trench. H. If the main is flooded during construction, it shall be cleared of the flood water by draining and by flushing with potable water until clean. The section exposed to the flood water shall then be filled with chlorinated potable water which at the end of a 24-hour holding period will have a free chlorine residual of not less than 25 mg/l. The chlorinated water may then be drained or flushed from the main. After construction is completed, the main shall be disinfected using the continuous feed or slug method. I. If permanent air vents are not available, the contractor shall install corporation stops at high points in the waterline, in order to evacuate air. After the water main is filled, all corporation stops which were TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 4 Ditesco installed to facilitate evacuation of air from the water main shall be removed and plugged with a brass plug. 3.8 PRELIMINARY FILLING/FLUSHING A. Disposing of chlorinated water during flushing activities. 1. A reducing agent shall be applied to the water to be disposed to thoroughly neutralize the chlorine residual remaining in the water. Where necessary, federal, state, and local regulatory agencies should be contacted to determine special provisions for the disposal of chlorinated water. 2. Chlorine residual of water being disposed shall be reduced to a concentration of less than 0.1 mg/l. 3. The treated water to be disposed shall have a pH of between 6.5 and 9 Standard Units (S.U.). 4. Chlorine residual of water being disposed shall be neutralized by treating with one of the chemicals specified in Paragraph 3.04.B.4. B. Fill/flush water main in a manner to avoid surge conditions in the pipeline. C. After initial filling, flush main with a minimum flushing velocity of 2.5 feet/second. In some cases, depending on the diameter of the main, this may not be practical. In these situations, a lower flushing velocity may be used with the approval of the Engineer/Utility. D. Procedures: 1. Inform the Engineer/Utility of the filling/flushing plan. 2. Check all valves, air release valves, etc. on the new main for proper orientation. 3. Inspect facilities for wasting the flushed water. 4. Notify Engineer/Utility Inspector or the Water Distribution Superintendent at (970) 212- 2900 to inform that filling/flushing is about to begin. 5. Approved City personnel shall operate valve to begin filling. Open only one valve to existing system at a time during filling/flushing. 6. Check air release valves and other facilities for wasting filling/flushing water for proper operation. 7. When filling/flushing is complete, close line valve to existing system, then close valve at the point of discharge (i.e. fire hydrant or blow-off connection). 3.9 CHLORINATION – CONTINUOUS FEED METHOD A. The continuous feed method consist of injecting a chlorine solution in water after construction and filling the main with potable chlorinated water so that after a 24-hour holding period in the main there will be a free chlorine residual of not less than 10 mg/l. B. Prior to being chlorinated, the main shall be filled to eliminate air pockets and, if practical, shall be TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 5 Ditesco flushed to remove particulates. C. Chlorinating The Main: 1. Water from the existing distribution system or other approved source of supply shall be made to flow at a constant, measured rate into the newly laid water main. 2. At a point prior to the potable water connection to the new main, water entering the new main shall receive a dose of chlorine fed at a constant rate such that the water will have not less than 25 mg/l free chlorine. To assure that the proper concentration is provided, the injected chlorine solution shall be metered and tested in accordance with the procedures described in the current edition of Standard Methods or AWWA M-12, Simplified Procedures for water examination, or using appropriate chlorine test kits. D. During the application of chlorine, valves shall be positioned so that the strong chlorine solution in the main being treated will not flow into water mains in active service. Chlorine application shall not cease until the entire main is filled with heavily chlorinated water. The chlorinated water shall be retained in the main for at least 24 hours, during which time all new valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this 24-hour period, the treated water in all portions of the main shall have a residual of not less than 10 mg/l free chlorine. E. The preferred equipment for applying liquid chlorine is a solution feed vacuum operated chlorinator to mix the chlorine gas in solution water, in combination with a booster pump for injecting the chlorine gas solution water into the main to be disinfected. It is recommended that direct feed chlorinators not be used. (A direct feed chlorinator is one which operates solely from the pressure in the chlorine cylinder.) Hypochlorite solutions may be applied to the water main with a gasoline or electrically powered chemical feed pump designed for feeding chlorine solutions. Feed lines shall be of such material and strength as to withstand safely the corrosion caused by the concentrated chlorine solutions and the maximum pressure that may be created by the pumps. All connections shall be checked for tightness before the solution is applied to the main. F. Procedure: 1. Inform Engineer/Utility of proposed disinfection plan. 2. Check all line valves, air release valves, etc. for proper orientation. 3. Inspect facilities for wasting the displaced water which are to include a meter for measuring the wasted water. 4. Inspect facilities for injecting chlorine into pipeline. 5. Call Engineer/Utility Inspector or the Water Distribution Superintendent at (970) 221-2900 to inform Utility disinfection is about to begin. 6. Operate valve to begin disinfection procedure. Open only one valve to existing system at a time during disinfection procedure. Only qualified City personnel shall operate existing valves. 7. Check facilities for wasting water for proper operation. 8. Check first available sampling station for proper chlorine concentration. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 6 Ditesco 9. Adjust rate of chlorine if not acceptable. 10. Continue injecting chlorine until pipeline is completely full of heavily chlorinated water 11. Close valve to existing system. 12. Close valve to facility where water is being wasted. 13. If more than one chlorination set-up is required on a segment of pipeline, repeat Steps c through m for each set-up. 14. After chlorination process is complete and all valves are closed, test each sampling station (access manhole, fire hydrant, air valve, blow-off, etc. for initial chlorine concentration of at least 25 mg/l. 15. After 24 hours, re-test each sampling station for residual free chlorine concentration of at least 10 mg/l. 3.10 CHLORINATION – GRANULE METHOD A. Consists of placing calcium hypochlorite granules in water main during construction and filling main with potable water when installation is completed. 1. Granule method shall not be used if trench water or foreign material has entered the water line, if the water main extensions are over 1000 feet in length, if the water main is larger than 12-inches in diameter, or if the water temperature is below forty-one degrees Fahrenheit (5o C). 2. Calcium hypochlorite granules shall be placed at the upstream end of the first section of pipe and at the upstream end of each branch main. TABLE 1 – AWWA C651-99 Pipe Diameter Calcium Hypochlorite Granules (inches) ounces (oz) 4 1.7 6 3.8 8 6.7 10 10.5 12 15.1 14 and larger D2 x 15.1 Where “D” is the inside pipe diameter in feet. 3. Granules shall be placed in each section of pipe, hydrant, hydrant lateral and other appurtenances. 4. Granules shall be placed in sufficient number and amount to produce a minimum chlorine concentration in the treated water of 50 mg/l. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 7 Ditesco 5. Contractor shall introduce water into the pipes at a velocity of less than 1 feet per second. 6. Chlorinated water shall be retained in the lines for a minimum of 24 hours, at which time the treated water must contain no less than 25 milligrams per liter of chlorine throughout the entire length of the water main. 3.11 FINAL FLUSHING A. Clearing the Main of Heavily Chlorinated Water 1. After the applicable retention period, the heavily chlorinated water shall be flushed from the main until chlorine measurements show that the concentration in the water leaving the main is no higher than that generally prevailing in the system, less than 0.55 mg/l. B. Disposing of Heavily Chlorinated Water 1. A reducing agent shall be applied to the water to be disposed to thoroughly neutralize the chlorine residual remaining in the water. Where necessary, federal, state, and local regulatory agencies should be contacted to determine special provisions for the disposal of heavily chlorinated water. 2. Chlorine residual of water being disposed shall be reduced to a concentration of less than 0.1 mg/l. 3. The treated water to be disposed shall have a pH of between 6.5 and 9 (S.U.). 4. Chlorine residual of water being disposed shall be neutralized by treating with one of the following chemicals. Pounds of chemicals required to neutralize various residual chlorine concentrations in 100,000 gallons of water. RESIDUAL CHLORINE CONCENTRATION mg/l SULFUR DIOXIDE SO2 SODIUM BISULFATE NaHSO3 SODIUM SULFITE Na2S03 SODIUM THIOSULFATE Na2S203 5H20 1 0.8 1.2 1.4 1.2 2 1.7 2.5 2.9 2.4 10 8.3 12.5 14.6 12.0 50 41.7 62.6 73.0 60.0 C. Procedures: 1. Check that all potentially affected people, businesses, etc. have been notified. 2. The Water Quality Lab shall be contacted at least 24 hours before flushing to schedule sampling and bacteriological testing. 3. Check all valves, blow-offs and air release valves for proper orientation. 4. Inspect facilities for detaining and wasting the flushed/dechlorinated water. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 8 Ditesco 5. Call Engineer/Utility Inspector or the Water Distribution Superintendent at (970) 212-2900 to inform that flushing/dechlorination is about to begin. 6. City approved personnel shall operate valve to begin flushing/dechlorination. Only one valve shall be opened to the existing system at a time during the flushing/dechlorination. 7. Check all blow-offs, air release valves and facilities for flushing/dechlorination for proper operation. 8. Perform chlorine concentration testing on flushed and dechlorinated water for compliance. Any chlorine residual in the dechlorinated water is unacceptable. Continue periodic chlorine testing until flushing/dechlorination procedure is completed. 9. When residual chlorine concentration in the entire pipeline is no greater than 0.55 mg/l or no greater than is generally prevailing in the system, close line valve to existing system, then close valve to the flushing facility. 3.12 BACTERIOLOGICAL TESTS A. The Utility's Water Quality Lab shall collect samples from the pipeline after final flushing, and prior to pressure testing and placing waterlines in service, to test for bacteriological quality to show the absence of coliform organisms. Prior to collecting samples the Water Quality Lab shall be given a minimum of 24 hours advance notice. B. The number and frequency of samples shall be determined by the Engineer/Utility's Water Quality Lab based upon AWWA C-651. C. Procedures: 1. Collect samples at each sampling point designated by the Engineer/Utility and/or Water Quality Lab. Sample sites and number shall generally follow AWWA guidelines. 2. If sampling is performed without Water Quality Lab personnel present, the required sterile sample containers can be obtained and returned to the Water Quality Lab at the City Water Treatment Facility for bacteriological testing. 3. Label sample containers with sample date, time, location, free chlorine concentration, and the initials of the person who collected the sample. Sample containers shall be transported in a cooler (with frozen ice packs if weather is warm). 4. Results of bacteriological testing should be available 48 hours after testing begins. 5. All water samples shall meet the following criteria: i. Coliform bacteria - 0 per 100 ml ii. pH - distribution system average ± 0.5 units iii. Alkalinity - distribution system average ± 5 mg/l iv. Any other parameters which clearly do not meet the criteria of the Colorado Primary Drinking Water Regulations (Example - turbidity). 6. If any water sample fails the bacteriological testing, the entire segment of water line which contained the failed sample shall be flushed again and the sites re-sampled. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 9 Ditesco 7. If any water re-sample fails the bacteriological testing, the entire segment of water line which contained the failed sample shall be re-chlorinated, flushed/dechlorinated, and retested. 8. If any water sample fails the water chemistry or other testing (taste, odor, pH, etc.), continue flushing until acceptable testing results are achieved. 3.13 REPETITION OF PROCEDURES A. If the initial chlorine concentration at any testing location is less than 25 milligrams per liter the entire segment of waterline being chlorinated will be rechlorinated using the continuous feed method. B. If, after the 24 hour retention period, the residual chlorine concentration at any testing location is less than 10 milligrams per liter the entire segment of waterline being chlorinated shall be rechlorinated by the continuous feed method of chlorination and retested. C. If the initial disinfection, or subsequent disinfections, fail to produce satisfactory bacteriological samples, the main shall be reflushed and resampled. If the samples are still not satisfactory, the main shall be rechlorinated by the continuous feed or the slug method of chlorination until satisfactory results are obtained. 3.14 PRESSURE TESTING AND DISINFECTION A. After the pipeline has been disinfected and all chlorinated water has been purged, dechlorinated, and all bacteriological testing completed and accepted, all pipe shall be field pressure tested to 150 psi unless otherwise noted. B. The Engineer/Utility shall be notified 24 hours in advance of testing. All testing shall be made in the presence of the Engineer/Utility. C. The Contractor will furnish the calibrated meter and the pump for testing. The pipeline shall be in a state of readiness for testing; all bulkheads, pumps, taps and appurtenances necessary to fill the pipeline and maintain the required pressure shall be in place. The pipeline shall be filled with potable water and the test pressure of 150 psi applied to the pipeline by means of a pump, equipped with a suitable pressure regulator. When filling the pipeline, it shall be filled at a rate which will not cause any surge nor will it exceed the rate at which the air can be released. D. Contractor shall furnish to the Engineer/Utility written documentation of the testing results which are signed by both the contractor’s representative and the Utility Inspector. E. All air in the line shall be properly purged. Where blow-offs or hydrants are not available or effective in purging air from the line, the Engineer/Utility shall require a tap to purge the line. Following completion of the tests, Contractor shall properly extract corporation(s) and install plug(s). F. Water services shall be pressure tested with the main to the Curb Stop. G. Testing through fire hydrants is not permitted. H. The City is not responsible for water tightness of its valves on existing facilities. If existing valves leak, the City will assist in reducing the influx of water, but the Contractor must use methods at his/her own disposal to work with the resulting leakage, including temporary plugging and blocking of the new water line for hydrostatic testing. I. Test shall be performed on isolated water main sections not to exceed 1,000 feet in length, unless TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 03 DISINFECTION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ April 2024 33 05 03 - 10 Ditesco approved by Engineer/Utility. 3.15 LEAKAGE A. While the test pressure is maintained, an examination shall be made of the pipeline in general, and any leaks shall be repaired. Any pipe or fitting found to be cracked shall be removed and replaced. Cutting and replacing of pavement, excavating and backfilling are a necessary part of locating and repairing leaks discovered by pressure testing of pipe. B. Any exposed pipe, fittings, valves, hydrants, and joints shall be examined carefully during the test. Any damaged or defective pipe, fittings, valves, hydrants, or joints that are discovered following the pressure test shall be repaired or replaced with reliable material, and the test shall be repeated until satisfactory results are obtained. C. After all visible leaks have been stopped the full test pressure shall be maintained for a minimum of 2 hours. The amount of leakage for each test section of the pipeline shall be determined by the following formula for all types of pipe. L = SD (P)1/2 where: L = maximum allowable leakage in 133,200 gallons per hour S = pipeline length to be tested in feet D = nominal pipeline diameter in inches P = average test pressure during the leakage test in psi (gauge) 1. Reference AWWA C600. D. Leakage shall be defined as the quantity of water that must be supplied into the pipeline test section to maintain pressure within 5 psi of 150 psi after the air in the pipeline has been expelled and the pipe has been filled with water. Leakage shall not be measured by a drop in pressure in a test section over a period of time. E. If pressure test fails, Contractor shall repair defects and retest until leakage is less than minimum allowed. F. All visible leaks shall be repaired regardless of maximum allowable leakage. 3.16 ELECTRONIC LEAK DETECTION A. When applicable, the Engineer/Utility will conduct electronic leak detection before paving operations and/or prior to end of warranty period. B. Contractor shall repair all identified leaks prior to acceptance of the water mains. 3.17 QUALITY CONTROL A. Contractor shall pay all costs for bacteriological tests and analysis of treated water except as indicated otherwise under provisions of Section 01 45 00. B. Test samples in accordance with ANSI/AWWA C651 END OF SECTION TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 23 PIPE BORING AND HORIZONTAL DIRECTION DRILLING April 2024 33 05 23 -1 Ditesco SECTION 33 05 23 – PIPE BORING AND HORIZONTAL DIRECTION DRILLING PART 1 – GENERAL 1.1 SECTION INCLUDES A.Submittals B.Quality Assurance C.Certa-Lok D.Wire E.Construction Method F.Drilling Pilot Hole G.Reaming Pilot Hole and Pulling Pipe H.Cleaning Pipe Ends I.Handling and Disposal of Drilling Mud and Cuttings J.Fittings K.Pressure Testing L.Surface Restoration 1.2 RELATED SECTIONS A.Division 32 – Exterior Improvements 1.3 SUBMITTALS A.Action Submittals: 1.Description of how pilot hole drill will be steered and of how position and inclination of bore head will be monitored. 2.Installation plan, including detailed plan and profile of bore plotted at scale no smaller than 1 inch equals 20 feet horizontal and vertical. B.Informational Submittals: Record drawing plan and profile showings as constructed position of pipeline. C.Acceptance of submittals by the Owner and Engineer shall not relieve the Contractor of complete responsibility for the successful performance of the installation procedure. 1.4 QUALITY ASSURANCE TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 23 PIPE BORING AND HORIZONTAL DIRECTION DRILLING April 2024 33 05 23 -2 Ditesco A.Provide key personnel with at least 5 years’ experience in directional drilling and associated pipe installation, including pipe at least as large as 6 inches in diameter. Key personnel include field supervisor and operators of directional drilling equipment, including position monitoring and steering equipment. PART 2 – PRODUCTS 2.1 HDPE PIPE A.HDPE pipe shall conform to applicable AWWA C906 standards B.HDPE Pipe shall be polyethylene 4710, DR 11 rated for 200 psi pressure, unless otherwise noted. C.All HDPE pipe to be fusion-weld. 2.1 PVC PIPE A.C900 Certa-Lok RJ PVC Pipe B.Plastic Pressure pipe class 200, DR 18, color blue 2.2 WIRE A.All pipe shall have dual tracer wire fastened to pipe every five feet. Wire shall be specifically designed for below grade location installations and minimum of 12 AWG diameter, unless otherwise noted. Test stations shall be installed to grade at every valve, or meter location. Tracer wire shall meet minimum requirements to withstand backreaming and pulling process or as approved by Engineer. 1.Manufacturers: a.Copperhead Industries b.Or Approved Equal PART 3 – EXECUTION 3.1 GENERAL A.Provide freshwater, free of hazardous or toxic substances, for drilling purposes. 3.2 CONSTRUCTION METHOD A.Locate positions of entry and exit pits, establish elevation and horizontal datum for bore head control, and lay out pipe assembly area. B.Lay out and assemble pipe in manner that does not obstruct adjacent roads, nearby railroads, and commercial and residential activities adjacent to construction easements. C.Contractor is responsible for all underground utility locates. Contractor to directionally drill pipe to avoid conflict or disruption of all existing underground utilities. Any existing utilities that are damaged by Contractor shall be Contractor’s responsibility to expose and repair at the Contractor’s expense. 3.3 DRILLING PILOT HOLE TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 23 PIPE BORING AND HORIZONTAL DIRECTION DRILLING April 2024 33 05 23 -3 Ditesco A.Drill pilot hole from entrance point to exit point following vertical and horizontal alignment as determined by Contractor. Drawings provided are diagrammatic in nature. B.As pilot hole is advanced, plot actual horizontal and vertical alignment of pilot hole at intervals not exceeding 50 feet. Provide Engineer with position or inclination of pilot bore upon request. C.Alignment Requirements: 1.Pilot hole exit point shall be within 5 feet horizontally of exit point location shown. 2.Throughout its alignment, pilot hole shall be within 5 feet of horizontal alignment shown and no shallower than 54-inches or minimum water line cover requirements, whichever is greater. 3.Alignment shall have no intermediate high points that might trap air in pipe after installation. 4.Curvature of completed pilot hole shall not exceed that which after pipe installation will result in pipe wall stresses greater than 0.50 of yield stress. D.Continuous operation required during installation process. E.Acceptance: If pilot hole alignment fails to conform to specified requirements, drill new pilot hole with alignment meeting specified requirements. 3.4 REAMING PILOT HOLE AND PULLING PIPE A.Obtain Engineer’s approval to proceed before enlarging pilot hole and pulling pipe into position. B.While pulling pipe, enlarge pilot hole ahead of pipe to diameter sufficient for pulling pipe into position. C.While pulling pipe, handle pipe in manner that does not overstress pipe. Limit radius of curvature along length of pipe during installation to minimum radius allowed by pipe manufacturer. If pipe buckles or is otherwise damaged, remove damaged section and replace it with new pipe. Monitor stresses on pipe and report to Engineer during installation. D.Protect interior lining and exterior coating from damage. E.Pull pipe so that minimum of 10 feet of pipe is exposed at both ends of bore. F.Do not exceed manufacturer’s recommendations for safe pull stress, taking into consideration time and temperature. 3.5 CLEANING PIPE ENDS A.After pulling pipe, clean exposed ends for installation of fittings. 3.7 HANDLING AND DISPOSAL OF DRILLING MUD AND CUTTINGS A.Make adequate provisions for handling and containing muddy water, drilling mud, and cuttings during drilling operations. Do not discharge these contaminants into waterways. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 23 PIPE BORING AND HORIZONTAL DIRECTION DRILLING April 2024 33 05 23 -4 Ditesco B.Construct mud pits at entry and exit points in manner that completely contains mud and prevent its escape. C.When onsite provisions for storing muddy water, drilling mud or cuttings onsite are exceeded, haul contaminants away to suitable legal disposal site. 3.8 FITTINGS A.Where valves or fittings are required, install Fuse x Fuse fittings unless otherwise approved by the Engineer. B.If fusing in inclement weather, establish a temporary shelter to protect the joining operation of the pipe. Do not fuse pipe in high dust conditions. 3.9 PRESSURE TESTING A.After pulling pipe into position, but before attachment of adjacent sections of pipe, pressure test pipe as required by Engineer. Notify Engineer 48 hours prior to commencing pressure testing on the line. B.Pipe shall be disinfected prior to pressure testing per requirements of Section 33 05 03. C.Pipe shall be pressure tested per ASTM F 2164. Pipe shall be pressure tested with potable water. Pipe shall be fully restrained against movement. Critical joints and connections shall be exposed for leakage examination, as specified by the Engineer. HDPE Pressure testing shall be completed via the following procedure: 1.Complete all disinfection of potable waterlines prior to commencing pressure testing per Section 33 05 03. 2.Hydrostatically pressurize HDPE line to 1.5 times the operating pressure for a four (4) hour duration. 3.Following the four (4) hour expansion period, reduce the pressure on the line by 10psi, beginning the hydrostatic pressure test of the HDPE line. 4.The HDPE line must hold pressure for a minimum of one (1) hour(s). Pressure must be maintained within 5% of target test pressure. 5.If target test pressure is maintained, the test procedure is complete. If leakage exists, depressurize the line and allow a minimum of eight (8) hours before retesting the line utilizing steps 1-4. D.Reference Section 33 05 02. 3.10 SURFACE RESTORATION A.The Contractor shall remove all construction debris, spoil, slurry, oil, grease and other materials from the pits (if applicable), and all surface work areas and disturbed areas upon completion of construction of the pipeline. Cleanup will be incidental to the construction. No separate payment shall be made for cleanup. B.Repair surface in accordance with Division 32. TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS DIVISION 33 – UTILITIES OAK STREET WATERLINE PROJECT 33 05 23 PIPE BORING AND HORIZONTAL DIRECTION DRILLING April 2024 33 05 23 -5 Ditesco END OF SECTION CIVIL ENGINEER CONTACT INFORMATIONApril, 2024 PHASE 1 PROJECT LOCATION VICINITY MAP OWNER City of Fort Collins Beck Anderson Special Projects Manager City of Fort Collins Utilities 700 Wood Street Fort Collins, Colorado 80521 (970) 222-0576 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R Ditesco Kelsey Madsen 2133 S. Timberline Road, Suite 110 Fort Collins, Colorado 80525 (970) 632-5068 CERTIFICATION STATEMENT:DISCLAIMER STATEMENT: BENCHMARKS Coordinate Control VERTICAL DATUM: HORIZONTAL DATUM: CO V E R S H E E T NT S Oa k S t C o v e r - P h 1 . d w g C001 1 PHASE 1CITY OF FORT COLLINSOAK STREET WATER IMPROVEMENTS UTILITY PLANS FOR 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t C o v e r - P h 1 . d w g M o n d a y , A p r i l 2 2 , 2 0 2 4 9 : 1 8 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 GEOTECHNICAL ENGINEER CTL Thompson, Inc Chip Ledbetter, P.E. 400 North Link Lane Fort Collins, Colorado 80524 (970) 206-9455 SHEET INDEX INDEX NO. SHEET NO.DESCRIPTION COVER AND GENERAL NOTES 1 C001 COVER SHEET 2 C002 GENERAL NOTES OVERALL SHEETS 3 C101 OVERALL SITE PLAN 4 C102 PHASING PLAN 5 C103 SERVICE REPLACEMENT PLAN EROSION CONTROL SHEETS 6 C201 EROSION CONTROL PLAN 7 C202 EROSION CONTROL NOTES 8 C203 EROSION CONTROL DETAILS EXISTING CONDITIONS DEMOLOTION AND UTILITY SHEETS 9 C301 EXISTING CONDITIONS & DEMOLITION AND UTILITY PLAN 10 C302 EXISTING CONDITIONS & DEMOLITION AND UTILITY PLAN 11 C303 EXISTING CONDITIONS & DEMOLITION AND UTILITY PLAN 12 C304 EXISTING CONDITIONS & DEMOLITION AND UTILITY PLAN 13 C305 EXISTING CONDITIONS & DEMOLITION AND UTILITY PLAN 14 C306 EXISTING CONDITIONS & DEMOLITION AND UTILITY PLAN 15 C307 POTHOLE TABLE WATERLINE PHASE I PLAN AND PROFILE SHEETS 16 C401 WATERLINE A1 W. OAK STREET PLAN & PROFILE STA 10+00 - STA 11+80 17 C402 WATERLINE A1 W. OAK STREET PLAN & PROFILE STA 11+80 - END 18 C403 WATERLINE A S. GRANT STREET PLAN & PROFILE STA 10+00 - END 19 C404 WATERLINE B W. OAK STREET PLAN & PROFILE STA 10+00 - STA 12+00 20 C405 WATERLINE B W. OAK STREET PLAN & PROFILE STA 12+00 - STA 14+00 21 C406 WATERLINE B W. OAK STREET PLAN & PROFILE STA 14+00 - STA 16+00 22 C407 WATERLINE B W. OAK STREET PLAN & PROFILE STA 16+00 - STA 18+00 23 C408 WATERLINE B W. OAK STREET PLAN & PROFILE STA 18+00 - STA 20+00 24 C409 WATERLINE B W. OAK STREET PLAN & PROFILE STA 20+00 - STA 22+00 25 C410 WATERLINE B W. OAK STREET PLAN & PROFILE STA 22+00 - STA 24+00 26 C411 WATERLINE B W. OAK STREET PLAN & PROFILE STA 24+00 - STA 26+00 27 C412 WATERLINE B W. OAK STREET PLAN & PROFILE STA 24+00 - END 28 C413 WATERLINE C S. MACK STREET PLAN & PROFILE STA 10+00 - STA 12+00 29 C414 WATERLINE C S. MACK STREET PLAN & PROFILE STA 12+00 - END 30 C415 WATERLINE D W. OAK STREET PLAN & PROFILE STA 10+00 - END CONNECTION DETAILS 31 C501 CONNECTION DETAILS 32 C502 CONNECTION DETAILS 33 C503 CONNECTION DETAILS STORM DRAIN PLAN AND PROFILE SHEETS 34 C601 STORM DRAIN A & A1 PLAN AND PROFILE SURFACE RESTORATION SHEETS 35 C701 SURFACES REMOVAL AND REPLACEMENT PLAN 36 C702 SURFACES REMOVAL AND REPLACEMENT PLAN 37 C703 SURFACES REMOVAL AND REPLACEMENT PLAN 38 C704 SURFACES REMOVAL AND REPLACEMENT PLAN 39 C705 SURFACES REMOVAL AND REPLACEMENT PLAN 40 C706 SURFACES REMOVAL AND REPLACEMENT PLAN DETAIL SHEETS 41 C801 GENERAL SITE DETAILS 42 C802 GENERAL SITE DETAILS 43 C803 GENERAL SITE DETAILS GEOTECH BORE LOGS 44 C901 SUMMARY LOGS OF EXPLORATORY BORINGS SUBSURFACE UTILITY ENGINEERING SHEETS 45 SU01 SUBSURFACE UTILITY ENGINEERING PLAN 46 SU02 SUBSURFACE UTILITY ENGINEERING PLAN 47 SU03 SUBSURFACE UTILITY ENGINEERING PLAN 48 SU04 SUBSURFACE UTILITY ENGINEERING PLAN 49 SU05 SUBSURFACE UTILITY ENGINEERING PLAN 50 SU06 SUBSURFACE UTILITY ENGINEERING PLAN 51 SU07 SUBSURFACE UTILITY ENGINEERING POTHOLE TABLE 52 SU08 SUBSURFACE UTILITY ENGINEERING POTHOLE PHOTOS 53 SU09 SUBSURFACE UTILITY ENGINEERING POTHOLE PHOTOS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R GE N E R A L N O T E S NT S Oa k S t C o v e r - P h 1 . d w g C002 2 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t C o v e r - P h 1 . d w g M o n d a y , A p r i l 2 2 , 2 0 2 4 9 : 1 8 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 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 SS SS SS SS CO F C E CO F C E CO F C E CO F C E COFC E COFC E CO F C E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E COFC E COFC E COFC E COFC E CO F C E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC ECOFC E CO F C E COFC ECOFC ECOFC ECOFC ECOFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB CO F C E D B CO F C E D B CO F C E D B COFC E COFC E CO F C E D B CO F C E D B COFC E DB CO F C E D B CO F C E D B CO F C E D B CO F C E D B COFC E DB COFC E DB COFC E DB COFC E CO F C E COFC ECOFC ECOFC E CO F C E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E CO F C E COFC E COFC E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 8 S SS SS COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S SS SS SS SS SS SS SS SS SS COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 6 W COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 8 S COFC 10 S COFC 10 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 10 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S SSSS CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 6 S COFC 6 S CO F C 6 S CO F C 6 S CO F C 6 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 4 W COFC 4 W COFC 4 W CO F C 6 W CO F C 6 W CO F C 6 W COFC 6 W CO F C 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 6 W CO F C 6 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 8 W COFC 8 W COFC 8 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 WCOFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 2 D CO F C 1 2 D COFC 48 D COFC 48 D COFC 48 D COFC 30 D COFC 42 D COFC 42 D COFC 42 D COFC 42 D COFC 42 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 0 D CO F C 8 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D CO F C 8 D C O F C 1 0 D CO F C 8 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W W WS WS WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WI WS WS WS WS W WS WS WS WS W WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W WS WS WS WS W WS WS WS WS WS WS WS WS WS WS W W WS WS WS WS WS W WS W WS WS W WS WS WS WS W WS WS WS WS WI WS WS WS 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 S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS SS SS SS SS SS SS S S CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 1 . 2 5 G XCEL 1.25 G XC E L 1 . 2 5 G XCEL 4 G GSGS GS GS GS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 1 . 2 5 G GS XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G X- G A S - X XCEL 6 G GS XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 4 G XC E L 4 G XC E L 4 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 2 G XC E L 2 G XCEL AB G XCEL AB G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W COFC 4 W WSWS WS WS WS WS WS CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC E WS WS WS WS CO F C F O CO F C 8 S CO F C 8 S CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS CL F O D B CL F O D B CL F O D B S S SS SS S S S S SS SS S S SS SS SS SS SS S S SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSS 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 SS SS SS SSSS SS SS SS S S SS SSSS SS CO F C F O C O F C F O CO F C F O CO F C F O CO F C F O COFC F O C O F C F O CO F C F O CO F C F O XC E L 4 G XC E L 4 G XC E L 4 G XCEL 6 G XCEL 6 G SS SS S S E E WS SS SS SS SS CL F O CL F O CL F O XCEL 1.25 G CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B GS VE R O F O VE R O F O CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 4 G XCEL 4 G CO F C 6 S CO F C 6 S CO F C 6 S COFC 6 S CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D COFC FO CO F C F O CO F C F O COFC FO C O F C E CO F C E CO F C E COFC EE E CO F C E FO COFC 4 W COFC 4 W COFC 4 W COFC 4 W C O F C F O CO F C F O CO F C F O XC E L 2 G XC E L 2 G XC E L 2 G E OHU OHU OHU OHU E XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XCEL 2 G COFC E CO F C E EE E CO F C 4 W CO F C 4 W COFC 4 W WS COF C F O CL F O CL F O CL F O CL F O CL F O CO F C F O CO F C F O CO F C F O CL FO DB FO CO F C F O COFC FO CO F C E D B CO F C E D B CO F C F O XC E L 4 G COFC FO CL FO CO F C 1 0 W CO F C 1 0 W COFC FO XC E L 2 G XC E L 2 G CO F C E CO F C F O XC E L A B G XC E L A B G XC E L A B G CL F O CO F C E XC E L 4 G GS GS XC E L 1 . 2 5 G GS GS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCEL 2 G XCEL 2 G ECOFC E CO F C E CO F C E E E COFC E CO F C E CO F C E E OH U OH U GS GS GS CO F C F O CO F C F O SSSS SS S S COFC E CO F C E S WOSWO S WOSWO SWO SWO SWOSWO S WOSWOSWO SWO SWO W S W O SWO SWO S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S WO S WOSWOSWO S WO S WO SWO SWOSWO SWO S W O S W O SWO SWO SWO SWO S WOSWO S WO S W O S W O S W O WS SWO WS WS SS COFC E DBCOFC E DB COFC E DB COFC E DB COFC E DB CO F C E CO F C E E CO F C E CO F C E EE E EECOFC E CO F C E CO F C E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OHCOFC E E ECOFC E E E CO F C E OHU OHU OHU OHU OHU OHU OHU COFC E COFC E COFC EOHUOHU OH U EEE XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G CL F O D B CL F O D B CL F O D B XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 GXCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XCEL 1.25 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G GS XCEL 2 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G CL F O D B CL F O D B VE R O F O VE R O F O VE R O F O CL F O D B CL F O D B CL F O CL F O CL F O COFC FO FO OHU CO F C F O OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W S W O S W O S W O S W O S W O XC E L A B G XC E L A B G XC E L 4 G XC E L 4 G XC E L 4 G CL F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O E EFO FO E E CO F C E FO E E E CO F C E CO F C E CO F C E E E COFC E COFC E COFC ECOFC ECOFC E FO E E ECOFC FO COFC FO COFC FO COFC FO COFC FO COFC F O COFC FO COFC FO CO F C E CO F C E E E E COFC E COFC E COFC E EE E COFC FO COFC FO COFC FO COFC FO COFC FO CO F C F O S W O S W O S W O XC E L 2 G XC E L 2 G XC E L 2 G XCEL 2 G XCEL 2 G XCEL 6 GXCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G CO F C E CO F C E CO F C E CO F C E CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CC FO CO F C F O FO FO FO CC F O CC F O CC F O CC F O CC F O CC F O CC F O CO F C E FO E SS SS CC F O CC F O CC F O CC FO FO CL F O CL F O CL F O SS SS SS SS SS SS CO F C 8 S W. Mountain Avenue N. M a c k S t r e e t WATERLINE A (SEE PLAN & PROFILE SHEETS C403) 6' ' W 6' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' WGASGASGASGASGAS GAS GAS GAS GAS 8'' W GAS FO 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 2' ' W 2' ' W N. S h i e l d s S t r e e t W. Oak Street N. W a s h i n g t o n S t r e e t S. G r a n t S t r e e t W. Oak Street WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) WATERLINE A1 (SEE PLAN & PROFILE SHEETS C403) WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) WATERLINE D (SEE PLAN & PROFILE SHEETS C415) WATERLINE C (SEE PLAN & PROFILE SHEETS C413 - C414) STORM DRAIN A & A1 (SEE PLAN & PROFILE SHEET C601) 11 + 8 0 10 + 0 0 11 + 0 0 12+6611+00 12+00 27+62 10+0011+0012+0013+0014+00 15 + 0 0 16 + 0 0 17+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00 13 + 7 7 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 11+61 10+00 1 1 + 0 0 SCALE: 1" = 80' 080'80' 160' 240' (True scale for 22x34 sheet size) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R OV E R A L L S I T E P L A N 1" = 8 0 ' Oa k S t O v e r a l l S i t e P l a n - P h 1 . d w g C101 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t O v e r a l l S i t e P l a n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 5 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 LEGEND: GENERAL NOTES SS SS SS SS CO F C E CO F C E CO F C E CO F C E COFC E COFC E CO F C E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E COFC E COFC E COFC E COFC E CO F C E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC ECOFC E CO F C E COFC ECOFC ECOFC ECOFC ECOFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB CO F C E D B CO F C E D B CO F C E D B COFC E COFC E CO F C E D B CO F C E D B COFC E DB CO F C E D B CO F C E D B CO F C E D B CO F C E D B COFC E DB COFC E DB COFC E DB COFC E CO F C E COFC ECOFC ECOFC E CO F C E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E CO F C E COFC E COFC E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 8 S SS SS COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S SS SS SS SS SS SS SS SS SS COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 6 W COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 8 S COFC 10 S COFC 10 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 10 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S SSSS CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 6 S COFC 6 S CO F C 6 S CO F C 6 S CO F C 6 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 4 W COFC 4 W COFC 4 W CO F C 6 W CO F C 6 W CO F C 6 W COFC 6 W CO F C 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 6 W CO F C 6 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 8 W COFC 8 W COFC 8 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 WCOFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 2 D CO F C 1 2 D COFC 48 D COFC 48 D COFC 48 D COFC 30 D COFC 42 D COFC 42 D COFC 42 D COFC 42 D COFC 42 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 0 D CO F C 8 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D CO F C 8 D C O F C 1 0 D CO F C 8 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W W WS WS WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WI WS WS WS WS W WS WS WS WS W WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W WS WS WS WS W WS WS WS WS WS WS WS WS WS WS W W WS WS WS WS WS W WS W WS WS W WS WS WS WS W WS WS WS WS WI WS WS WS 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 S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS SS SS SS SS SS SS S S CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 1 . 2 5 G XCEL 1.25 G XC E L 1 . 2 5 G XCEL 4 G GSGS GS GS GS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 1 . 2 5 G GS XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G X- G A S - X XCEL 6 G GS XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 4 G XC E L 4 G XC E L 4 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 2 G XC E L 2 G XCEL AB G XCEL AB G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W COFC 4 W WSWS WS WS WS WS WS CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC E WS WS WS WS CO F C F O CO F C 8 S CO F C 8 S CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS CL F O D B CL F O D B CL F O D B S S SS SS S S S S SS SS S S SS SS SS SS SS S S SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSS 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 SS SS SS SSSS SS SS SS S S SS SSSS SS CO F C F O C O F C F O CO F C F O CO F C F O CO F C F O COFC F O C O F C F O CO F C F O CO F C F O XC E L 4 G XC E L 4 G XC E L 4 G XCEL 6 G XCEL 6 G SS SS S S E E WS SS SS SS SS CL F O CL F O CL F O XCEL 1.25 G CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B GS VE R O F O VE R O F O CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 4 G XCEL 4 G CO F C 6 S CO F C 6 S CO F C 6 S COFC 6 S CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D COFC FO CO F C F O CO F C F O COFC FO C O F C E CO F C E CO F C E COFC EE E CO F C E FO COFC 4 W COFC 4 W COFC 4 W COFC 4 W C O F C F O CO F C F O CO F C F O XC E L 2 G XC E L 2 G XC E L 2 G E OHU OHU OHU OHU E XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XCEL 2 G COFC E CO F C E EE E CO F C 4 W CO F C 4 W COFC 4 W WS COF C F O CL F O CL F O CL F O CL F O CL F O CO F C F O CO F C F O CO F C F O CL FO DB FO CO F C F O COFC FO CO F C E D B CO F C E D B CO F C F O XC E L 4 G COFC FO CL FO CO F C 1 0 W CO F C 1 0 W COFC FO XC E L 2 G XC E L 2 G CO F C E CO F C F O XC E L A B G XC E L A B G XC E L A B G CL F O CO F C E XC E L 4 G GS GS XC E L 1 . 2 5 G GS GS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCEL 2 G XCEL 2 G ECOFC E CO F C E CO F C E E E COFC E CO F C E CO F C E E OH U OH U GS GS GS CO F C F O CO F C F O SSSS SS S S COFC E CO F C E S WOSWO S WOSWO SWO SWO SWOSWO S WOSWOSWO SWO SWO W S W O SWO SWO S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S WO S WOSWOSWO S WO S WO SWO SWOSWO SWO S W O S W O SWO SWO SWO SWO S WOSWO S WO S W O S W O S W O WS SWO WS WS SS COFC E DBCOFC E DB COFC E DB COFC E DB COFC E DB CO F C E CO F C E E CO F C E CO F C E EE E EECOFC E CO F C E CO F C E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OHCOFC E E ECOFC E E E CO F C E OHU OHU OHU OHU OHU OHU OHU COFC E COFC E COFC EOHUOHU OH U EEE XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G CL F O D B CL F O D B CL F O D B XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 GXCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XCEL 1.25 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G GS XCEL 2 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G CL F O D B CL F O D B VE R O F O VE R O F O VE R O F O CL F O D B CL F O D B CL F O CL F O CL F O COFC FO FO OHU CO F C F O OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W S W O S W O S W O S W O S W O XC E L A B G XC E L A B G XC E L 4 G XC E L 4 G XC E L 4 G CL F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O E EFO FO E E CO F C E FO E E E CO F C E CO F C E CO F C E E E COFC E COFC E COFC ECOFC ECOFC E FO E E ECOFC FO COFC FO COFC FO COFC FO COFC FO COFC F O COFC FO COFC FO CO F C E CO F C E E E E COFC E COFC E COFC E EE E COFC FO COFC FO COFC FO COFC FO COFC FO CO F C F O S W O S W O S W O XC E L 2 G XC E L 2 G XC E L 2 G XCEL 2 G XCEL 2 G XCEL 6 GXCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G CO F C E CO F C E CO F C E CO F C E CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CC FO CO F C F O FO FO FO CC F O CC F O CC F O CC F O CC F O CC F O CC F O CO F C E FO E SS SS CC F O CC F O CC F O CC FO FO CL F O CL F O CL F O SS SS SS SS SS SS CO F C 8 S 6' ' W 6' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' WGASGASGASGASGAS GAS GAS GAS GAS 8'' W GAS FO 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 2' ' W 2' ' W W. Mountain Avenue N. M a c k S t r e e t N. S h i e l d s S t r e e t W. Oak Street N. W a s h i n g t o n S t r e e t S. G r a n t S t r e e t WATERLINE A (SEE PLAN & PROFILE SHEETS C403) WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) WATERLINE A1 (SEE PLAN & PROFILE SHEETS C403) WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) WATERLINE D (SEE PLAN & PROFILE SHEETS C415) WATERLINE C (SEE PLAN & PROFILE SHEETS C413 - C414) PHASE 1E PHASE 1D PHASE 1D PHASE 1C PHASE 1B PHASE 1A STORM DRAIN A & A1 (SEE PLAN & PROFILE SHEET C601) 11 + 8 0 10 + 0 0 11 + 0 0 12+6610+00 11+00 12+00 27+62 11+0012+0013+0014+00 15 + 0 0 16 + 0 0 17+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00 13 + 7 7 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 11+61 10+00 1 1 + 0 0 W. Oak Street PH A S I N G P L A N 1" = 8 0 ' Oa k S t P h a s i n g - P h 1 . d w g C102 4 SCALE: 1" = 80' 080'80' 160' 240' (True scale for 22x34 sheet size) 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t P h a s i n g - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 7 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PHASING NOTES: PHASE 1A: PHASE 1B: PHASE 1C: PHASE 1D: PHASE 1E: SURFACE RESTORATION PHASE: GENERAL NOTES: SS SS SS SS CO F C E CO F C E CO F C E CO F C E COFC E COFC E CO F C E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC ECOFC E CO F C E COFC ECOFC ECOFC ECOFC ECOFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB CO F C E D B CO F C E D B CO F C E D B COFC E COFC E CO F C E D B CO F C E D B COFC E DB CO F C E D B CO F C E D B CO F C E D B CO F C E D B COFC E DB COFC E DB COFC E DB COFC E CO F C E COFC ECOFC ECOFC E CO F C E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E CO F C E COFC E COFC E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 8 S SS SS COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S SS SS SS SS SS SS SS SS SS COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 6 W COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 8 S COFC 10 S COFC 10 S COFC 10 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 10 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S SSSS CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 6 S COFC 6 S CO F C 6 S CO F C 6 S CO F C 6 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 4 W COFC 4 W COFC 4 W CO F C 6 W CO F C 6 W CO F C 6 W COFC 6 W CO F C 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 6 W CO F C 6 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 8 W COFC 8 W COFC 8 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 WCOFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 2 D CO F C 1 2 D COFC 48 D COFC 48 D COFC 48 D COFC 30 D COFC 42 D COFC 42 D COFC 42 D COFC 42 D COFC 42 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 0 D CO F C 8 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D CO F C 8 D C O F C 1 0 D CO F C 8 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W W WS WS WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WI WS WS WS WS W WS WS WS WS W WS WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS W WS WS WS WS W WS WS WS WS WS WS WS WS WS WS W W WS WS WS WS WS W WS W WS WS W WS WS WS WS W WS WS WS WS WI WS WS WS 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 S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS SS SS SS SS SS SS S S CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 1 . 2 5 G XCEL 1.25 G XC E L 1 . 2 5 G XCEL 4 G GSGS GS GS GS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 1 . 2 5 G GS XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G X- G A S - X XCEL 6 G GS XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 4 G XC E L 4 G XC E L 4 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 2 G XC E L 2 G XCEL AB G XCEL AB G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W COFC 4 W WSWS WS WS WS WS WS CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC E WS WS WS WS CO F C F O CO F C 8 S CO F C 8 S CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS CL F O D B CL F O D B CL F O D B SS S S SS SS S S S S SS SS S S SS SS SS SS SS S S SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSS 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 SSSS SS SS SS S S SS SSSS SS CO F C F O C O F C F O CO F C F O CO F C F O CO F C F O COFC F O C O F C F O CO F C F O CO F C F O XC E L 4 G XC E L 4 G XC E L 4 G XCEL 6 G XCEL 6 G SS SS E E WS SS SS SS SS CL F O CL F O CL F O CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B GS VE R O F O VE R O F O CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 4 G XCEL 4 G CO F C 6 S CO F C 6 S CO F C 6 S COFC 6 S CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D COFC FO CO F C F O CO F C F O COFC FO C O F C E CO F C E CO F C E COFC EE E CO F C E FO COFC 4 W COFC 4 W COFC 4 W COFC 4 W C O F C F O CO F C F O CO F C F O XC E L 2 G XC E L 2 G XC E L 2 G E OHU OHU OHU OHU E XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XCEL 2 G COFC E CO F C E EE E CO F C 4 W CO F C 4 W COFC 4 W WS COF C F O CL F O CL F O CL F O CL F O CL F O CO F C F O CO F C F O CO F C F O CL FO DB FO CO F C F O COFC FO CO F C E D B CO F C E D B CO F C F O XC E L 4 G COFC FO CL FO CO F C 1 0 W CO F C 1 0 W COFC FO XC E L 2 G XC E L 2 G CO F C E CO F C F O XC E L A B G XC E L A B G XC E L A B G CL F O CO F C E XC E L 4 G GS GS XC E L 1 . 2 5 G GS GS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCEL 2 G XCEL 2 G E ECOFC E CO F C E CO F C E E E COFC E CO F C E CO F C E E OH U OH U GS GS GS CO F C F O CO F C F O SSSS SS S S COFC E CO F C E S WOSWO S WOSWO SWO SWO SWOSWO S WOSWOSWO SWO SWO S W O SWO SWO S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S WO S WOSWOSWO S WO S WO SWO SWOSWO SWO S W O S W O SWO SWO SWO SWO S WOSWO S WO S W O S W O S W O WS SWO WS WS SS COFC E DBCOFC E DB COFC E DB COFC E DB COFC E DB CO F C E CO F C E E CO F C E CO F C E EE E EECOFC E CO F C E CO F C E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OHCOFC E E ECOFC E E E CO F C E OHU OHU OHU OHU OHU OHU OHU COFC E COFC E COFC EOHUOHU OH U EEE XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G CL F O D B CL F O D B CL F O D B XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 GXCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XCEL 1.25 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G GS XCEL 2 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G CL F O D B CL F O D B VE R O F O VE R O F O VE R O F O CL F O D B CL F O D B CL F O CL F O CL F O COFC FO FO OHU CO F C F O OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W S W O S W O S W O S W O S W O XC E L A B G XC E L A B G XC E L 4 G XC E L 4 G XC E L 4 G CL F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O E EFO FO E E CO F C E FO E E E CO F C E CO F C E CO F C E E E COFC E COFC E COFC ECOFC ECOFC E FO E E ECOFC FO COFC FO COFC FO COFC FO COFC FO COFC F O COFC FO COFC FO CO F C E CO F C E E E E COFC E COFC E COFC E EE E COFC FO COFC FO COFC FO COFC FO COFC FO CO F C F O S W O S W O S W O XC E L 2 G XC E L 2 G XC E L 2 G XCEL 2 G XCEL 2 G XCEL 6 GXCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G CO F C E CO F C E CO F C E CO F C E CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CC FO CO F C F O FO FO FO CC F O CC F O CC F O CC F O CC F O CC F O CC F O CO F C E FO E SS SS CC F O CC F O CC F O CC FO FO CL F O CL F O CL F O SS SS SS SS SS SS CO F C 8 S 6' ' W 6' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' WGASGASGASGASGAS GAS GAS GAS GAS GAS 8'' W GAS FO 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 2' ' W 2' ' W WATERLINE A (SEE PLAN & PROFILE SHEETS C403) WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) WATERLINE A1 (SEE PLAN & PROFILE SHEETS C403) WATERLINE D (SEE PLAN & PROFILE SHEETS C415) WATERLINE C (SEE PLAN & PROFILE SHEETS C413 - C414) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111111111132 2 222 2 3 3 3 3 3 2222222 322222222 11 + 8 0 10 + 0 0 11 + 0 0 12+6610+00 11+00 12+00 27+62 11+0012+0013+0014+00 15 + 0 0 16 + 0 0 17+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00 13 + 7 7 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 10+00 11+00 WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) W. Mountain Avenue N. M a c k S t r e e t N. S h i e l d s S t r e e t W. Oak Street N. W a s h i n g t o n S t r e e t S. G r a n t S t r e e t W. Oak Street STORM DRAIN A & A1 (SEE PLAN & PROFILE SHEET C601) 1 1 1 1 1 SCALE: 1" = 80' 080'80' 160' 240' (True scale for 22x34 sheet size) SE R V I C E R E P L A C E M E N T P L A N 1" = 8 0 ' Oa k S t S e r v i c e R e p l a c e m e n t P l a n - P h 1 . d w g C103 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S e r v i c e R e p l a c e m e n t P l a n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 LEGEND: COFC 4 W COFC E XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W GAS GAS SERVICE REPLACEMENT NOTES: 1 SERVICE REPLACEMENT TAGS: 3 2 316 C803 318 C803 319 C803 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SS SS SS SS CO F C E CO F C E CO F C E CO F C E COFC E COFC E CO F C E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E COFC E COFC E COFC E COFC E CO F C E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC ECOFC E CO F C E COFC ECOFC ECOFC ECOFC ECOFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB CO F C E D B CO F C E D B CO F C E D B COFC E COFC E CO F C E D B CO F C E D B COFC E DB CO F C E D B CO F C E D B CO F C E D B CO F C E D B COFC E DB COFC E DB COFC E DB COFC E CO F C E COFC ECOFC ECOFC E CO F C E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E CO F C E COFC E COFC E CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 8 S SS SS COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S SS SS SS SS SS SS SS SS SS COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 6 W COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 8 S COFC 10 S COFC 10 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 10 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S SSSS CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S CO F C 8 S CO F C 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 6 S COFC 6 S CO F C 6 S CO F C 6 S CO F C 6 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 4 W COFC 4 W COFC 4 W CO F C 6 W CO F C 6 W CO F C 6 W COFC 6 W CO F C 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 6 W CO F C 6 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 8 W COFC 8 W COFC 8 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 WCOFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 2 D CO F C 1 2 D COFC 48 D COFC 48 D COFC 48 D COFC 30 D COFC 42 D COFC 42 D COFC 42 D COFC 42 D COFC 42 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 0 D CO F C 8 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D CO F C 8 D C O F C 1 0 D CO F C 8 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W W WS WS WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WI WS WS WS WS W WS WS WS WS W WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W WS WS WS WS W WS WS WS WS WS WS WS WS WS WS W W WS WS WS WS WS W WS W WS WS W WS WS WS WS W WS WS WS WS WI WS WS WS 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 S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS SS SS SS SS SS SS S S CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 1 . 2 5 G XCEL 1.25 G XC E L 1 . 2 5 G XCEL 4 G GSGS GS GS GS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 1 . 2 5 G GS XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G X- G A S - X XCEL 6 G GS XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 4 G XC E L 4 G XC E L 4 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 2 G XC E L 2 G XCEL AB G XCEL AB G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W COFC 4 W WSWS WS WS WS WS WS CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC E WS WS WS WS CO F C F O CO F C 8 S CO F C 8 S CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS CL F O D B CL F O D B CL F O D B S S SS SS S S S S SS SS S S SS SS SS SS SS S S SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSS 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 SS SS SS SSSS SS SS SS S S SS SSSS SS CO F C F O C O F C F O CO F C F O CO F C F O CO F C F O COFC F O C O F C F O CO F C F O CO F C F O XC E L 4 G XC E L 4 G XC E L 4 G XCEL 6 G XCEL 6 G SS SS S S E E WS SS SS SS SS CL F O CL F O CL F O XCEL 1.25 G CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B GS VE R O F O VE R O F O CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 4 G XCEL 4 G CO F C 6 S CO F C 6 S CO F C 6 S COFC 6 S CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D COFC FO CO F C F O CO F C F O COFC FO C O F C E CO F C E CO F C E COFC EE E CO F C E FO COFC 4 W COFC 4 W COFC 4 W COFC 4 W C O F C F O CO F C F O CO F C F O XC E L 2 G XC E L 2 G XC E L 2 G E OHU OHU OHU OHU E XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XCEL 2 G COFC E CO F C E EE E CO F C 4 W CO F C 4 W COFC 4 W WS COF C F O CL F O CL F O CL F O CL F O CL F O CO F C F O CO F C F O CO F C F O CL FO DB FO CO F C F O COFC FO CO F C E D B CO F C E D B CO F C F O XC E L 4 G COFC FO CL FO CO F C 1 0 W CO F C 1 0 W COFC FO XC E L 2 G XC E L 2 G CO F C E CO F C F O XC E L A B G XC E L A B G XC E L A B G CL F O CO F C E XC E L 4 G GS GS XC E L 1 . 2 5 G GS GS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCEL 2 G XCEL 2 G ECOFC E CO F C E CO F C E E E COFC E CO F C E CO F C E E OH U OH U GS GS GS CO F C F O CO F C F O SSSS SS S S COFC E CO F C E S WOSWO S WOSWO SWO SWO SWOSWO S WOSWOSWO SWO SWO W S W O SWO SWO S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S W O S WO S WOSWOSWO S WO S WO SWO SWOSWO SWO S W O S W O SWO SWO SWO SWO S WOSWO S WO S W O S W O S W O WS SWO WS WS SS COFC E DBCOFC E DB COFC E DB COFC E DB COFC E DB CO F C E CO F C E E CO F C E CO F C E EE E EECOFC E CO F C E CO F C E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OHCOFC E E ECOFC E E E CO F C E OHU OHU OHU OHU OHU OHU OHU COFC E COFC E COFC EOHUOHU OH U EEE XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G CL F O D B CL F O D B CL F O D B XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 GXCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 GXCEL 4 G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XCEL 1.25 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G GS XCEL 2 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G CL F O D B CL F O D B VE R O F O VE R O F O VE R O F O CL F O D B CL F O D B CL F O CL F O CL F O COFC FO FO OHU CO F C F O OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W S W O S W O S W O S W O S W O XC E L A B G XC E L A B G XC E L 4 G XC E L 4 G XC E L 4 G CL F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O E EFO FO E E CO F C E FO E E E CO F C E CO F C E CO F C E E E COFC E COFC E COFC ECOFC ECOFC E FO E E ECOFC FO COFC FO COFC FO COFC FO COFC FO COFC F O COFC FO COFC FO CO F C E CO F C E E E E COFC E COFC E COFC E EE E COFC FO COFC FO COFC FO COFC FO COFC FO CO F C F O S W O S W O S W O XC E L 2 G XC E L 2 G XC E L 2 G XCEL 2 G XCEL 2 G XCEL 6 GXCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G CO F C E CO F C E CO F C E CO F C E CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CC FO CO F C F O FO FO FO CC F O CC F O CC F O CC F O CC F O CC F O CC F O CO F C E FO E SS SS CC F O CC F O CC F O CC FO FO CL F O CL F O CL F O SS SS SS SS SS SS CO F C 8 S 6' ' W 6' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' WGASGASGASGASGAS GAS GAS GAS GAS 8'' W GAS FO 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 2' ' W 2' ' W W. Mountain Avenue N. M a c k S t r e e t N. S h i e l d s S t r e e t W. Oak Street N. W a s h i n g t o n S t r e e t N. G r a n t S t r e e t W. Oak Street IPRS IPRS IP IP IP IP IP IP IP IP IPIP IP IP IP RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RSRS RS RS RS RS RS IP IP SCALE: 1" = 80' 080'80' 160' 240' (True scale for 22x34 sheet size) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R ER O S I O N C O N T R O L P L A N 1" = 8 0 ' Oa k S t E r o s i o n C o n t r o l - P h 1 . d w g C201 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E r o s i o n C o n t r o l - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 5 1 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W GAS GAS IP RS 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 ER O S I O N C O N T R O L N O T E S NT S Oa k S t E C N o t e s - P h 1 . d w g C202 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E C N o t e s - P h 1 . d w g M o n d a y , M a r c h 1 1 , 2 0 2 4 3 : 3 5 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 Oa k S t E C D e t a i l s - P h 1 . 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E C D e t a i l s - P h 1 . d w g M o n d a y , M a r c h 1 1 , 2 0 2 4 3 : 3 5 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 SCOFC 8 SCOFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COFC 12 D COFC 12 D COFC 12 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G GS GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS GS GS GS GS GS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G X- G A S - X GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC E COFC E COFC E COFC E COFC E WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS COFC E COFC E COFC E SS SS SS SS SS SS S S S S S S S S S S S S S S SSSSSSSSSS SS SS SS SS S S S S S S S S S S S S S S S S S S S S 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 SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS SSSSSSSSSSSSSS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S WS WS WS WS GS GS GS GS GS WSWS GS GS GS GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS GS GS WS WS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCEL 2 G XCEL 2 G E ECOFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E COFC E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E E OH U COFC FO CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O C O F C F O CO F C F O S W O S W O S W O S W O S W O S W O S W O S W O S WO S WO SWO S W O WS WS WS WS COFC E GSGS XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G GS CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC FOCC FOCC FOCC FOCC FO FO W. Oak Street S. G r a n t S t r e e t 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W W W W W W 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 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 FO FO FO FO W W W W 6' ' W BEGIN PHASE 1: BEGIN PHASE 1: 12 1000 10031004 1005 10231034 1 0 3 7 WATERLINE A (SEE PLAN & PROFILE SHEETS C403) 310 C802 312 C802 103 C501 WATERLINE A1 (SEE PLAN & PROFILE SHEETS C401 - C402) 102 C501 307 C801 307 C801 S. G r a n t S t r e e t 100 C501 WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) 101 C501 S89°31'44"E EXIST 81 LF 6" S89°45'02"E EXIST 64 LF 6" S89°45'02"E EXIST 42 LF 6" S89°45'02"E EXIST 38 LF 6" N0 0 ° 4 6 ' 2 5 " E 65 L F 6 " P V C N00°39'53"E 3 LF 6" PVC N0 0 ° 3 9 ' 5 3 " E 10 0 L F 6 " P V C N89°17'35"W 187 LF 8" PVC N89°17'35"W 9 LF 8" PVC N89°17'35"W 2 LF 8" PVC 320 C802 320 C802 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 S H E E T C 3 0 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R EX I S T I N G C O N D I T I O N S & DE M O L I T I O N A N D U T I L I T Y P L A N 1" = 2 0 ' Oa k S t E x i s t i n g - P h 1 . d w g C301 9 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E x i s t i n g - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 4 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G FIELD SURVEY BY: SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 TH-2 14 GAS GAS COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E C O F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC ECOFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 SCOFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 4 W W W W CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D COFC 12 D COFC 12 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D COFC 12 D COFC 12 D COFC 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS WS WS WS WS WSWS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS XCEL 1.25 G XCEL 1.25 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 1.25 G XC E L 1 . 2 5 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G X C E L 1 . 2 5 G X - G A S - X X - G A S - X GS GS GS X- G A S - X X- G A S - X X- G A S - X GS GS GS GS X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS X- G A S - X GS GS GS GS X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS GS XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G GS GS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XCEL 0.75 G XCEL 0.75 G GS GS GS GS GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS GS GS GS GS GSGS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS COFC E CO F C F O CO F C F O CO F C F O CO F C F O C O F C F O C O F C F O C O F C F O CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 4 W CO F C 4 W CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S SSSSSSSS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS XCE L A B G XCE L A B G XCEL 2 G XCEL 2 G XCEL 2 G C O F C F O CO F C F O C O F C F O CO F C F O C O F C F O C O F C F O CO F C F O C O F C F O CO F C F O C O F C F O CO F C F O C O F C F O CO F C F O CO F C F O CO F C F O CO F C F O COFC F O COFC F O C O F C F O COFC FO C O F C F O E WS WS WS WS XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G COFC E COFC E COF C F O COF C F O COF C F O COF C F O COF C F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O C L F O CL F O COFC FO COFC FO WS OH U OH U OH U OH U OH U OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G S S COFC E COFC E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E CO F C E S WO S WO SWO SWO SWO S WO S WOSWOSWO S WO S WO SWO SWOSWO SWO COFC E CO F C E CO F C E CO F C E CO F C E W. Oak Street S. W a s h i n g t o n S t r e e t 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 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 W W W W W W W W W W W W 8' ' W 8' ' W 8' ' W WW 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2345 67 8 9 1006 1007 1008 1010 10241025 10 2 8 102 9 1 0 3 0 1034 WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) 310 C802 307 C801 N89°17'35"W 9 LF 8" PVC N89°17'35"W 2 LF 8" PVC N89°17'35"W 74 LF 8" PVC N89°17'35"W 1 LF 8" PVC N89°17'35"W 17 LF 8" PVC N89°17'35"W 2 LF 8" PVC N89°17'35"W 54 LF 8" PVC N89°17'35"W 12 LF 8" PVC N89°17'35"W 22 LF 8" PVC N89°17'35"W 6 LF 8" PVC N89°17'35"W 6 LF 8" PVC N89°17'35"W 28 LF 8" PVC N5 6 ° 0 0 ' 4 2 " W 31 L F 8 " P V C N56°00'42"W 17 LF 8" PVC N5 6 ° 0 0 ' 4 2 " W 68 L F 8 " P V C N68°5 1 ' 5 5 " W 34 LF 8 " P V C N0 0 ° 0 4 ' 4 2 " W 35 L F 8 " P V C N0 0 ° 0 8 ' 2 7 " E 19 L F 8 " P V C N89°33'59"W 25 LF 8" PVC N89°33'59"W 15 LF 8" PVCN89°33'59"W 33 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 16 LF 8" PVC N89°33'59"W 21 LF 8" PVC 307 C801 STORM DRAIN A & A1 (SEE PLAN & PROFILE SHEET C601) MA T C H L I N E - S E E S H E E T C 3 0 3 MA T C H L I N E - S E E S H E E T C 3 0 1 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 EX I S T I N G C O N D I T I O N S & DE M O L I T I O N A N D U T I L I T Y P L A N 1" = 2 0 ' Oa k S t E x i s t i n g - P h 1 . d w g C302 10 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E x i s t i n g - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 4 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G FIELD SURVEY BY: SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 TH-2 14 GAS GAS COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E C O F C E C O F C E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D COF C 1 2 D COF C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS WS WS WS WS SSSS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS S S SS S S S S S S S S S S S S XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS GS GS GS GS GS GS GS GS GS COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS W S W S CO F C E CO F C E CO F C E S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S 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 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 S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS E CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C F O COF C E E COFC E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E COFC FO CO F C F O COFC FO COFC FO FO COF C F O XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G E OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E COFC FOCOFC FO COFC FOCOFC FOCOFC FO COFC FO COFC FO COFC FO COFC FO COFC FO S WOSWO SWO SWO COFC E COFC E CO F C E CO F C E CO F C E GS GS W. Oak Street N. M a c k S t r e e t 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 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 1011 1 2 1314 1011 1033 310 C802 WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) WATERLINE C (SEE PLAN & PROFILE SHEETS C413 - C414) N89°33'59"W 16 LF 8" PVC N89°33'59"W 42 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 2 LF 8" PVC N89°33'59"W 46 LF 8" PVC N89°33'59"W 29 LF 8" PVC N89°33'59"W 3 LF 8" PVC N89°33'59"W 5 LF 8" PVC N89°33'59"W 70 LF 8" PVC N89°33'59"W 3 LF 8" PVC N89°33'59"W 3 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 67 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 13 LF 8" PVC N89°33'59"W 29 LF 8" PVCN89°33'59"W 9 LF 8" PVC N89°33'59"W 27 LF 8" PVC N89°33'59"W 39 LF 8" PVC N89°33'59"W 67 LF 8" PVC N89°33'59"W 10 LF 8" PVC N0 0 ° 0 9 ' 1 6 " W 14 8 L F 8 " P V C MA T C H L I N E - S E E S H E E T C 3 0 2 MATCHLINE-SEE SHEET C304 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 EX I S T I N G C O N D I T I O N S & DE M O L I T I O N A N D U T I L I T Y P L A N 1" = 2 0 ' Oa k S t E x i s t i n g - P h 1 . d w g C303 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E x i s t i n g - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 4 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 T C H L I N E - S E E S H E E T C 3 0 5 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G FIELD SURVEY BY: SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 TH-2 14 GAS GAS COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S CO F C 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 8 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D CO F C 1 0 D CO F C 1 0 D C O F C 1 0 D C O F C 1 0 D C O F C 1 0 D C O F C 1 0 D CO F C 1 0 D CO F C 1 0 D CO F C 8 D CO F C 8 D CO F C 1 0 D CO F C 1 0 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WSWS WS W S SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G G S GS GS GS XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS GS GS GS GS GS GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS COFC 4 W COFC 4 W S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS S S S S S S S S S S S S 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 SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS CO F C F O CO F C F O CO F C F O COFC 6 W COFC 6 W SS SS E SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU COFC FO COFC FO COFC FO S WO SWO COFC E COFC E CO F C E CO F C E CO F C E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G GS GS GS GS W. Mountain Avenue N. M a c k S t r e e t 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 1031 1032 1033 1 0 3 5 310 C802 WATERLINE C (SEE PLAN & PROFILE SHEETS C413 - C414) WATERLINE C (SEE PLAN & PROFILE SHEETS C413 - C414) 105 C502 N89°33'59"W 4 LF 8" PVCN89°33'59"W N89°33'59"W 29 LF 8" PVCN89°33'59"W 9 LF 8" PVCN89°33'59"W N89°33'59"W 12 LF 8" PVC N0 0 ° 0 9 ' 1 6 " W 14 8 L F 8 " P V C N0 0 ° 0 9 ' 1 6 " W 21 1 L F 8 " P V C MA T C H L I N E - S E E S H E E T C 3 0 5 MA T C H L I N E - S E E S H E E T C 3 0 3 MATCHLINE-SEE SHEET C303 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 EX I S T I N G C O N D I T I O N S & DE M O L I T I O N A N D U T I L I T Y P L A N 1" = 2 0 ' Oa k S t E x i s t i n g - P h 1 . d w g C304 12 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E x i s t i n g - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 4 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G FIELD SURVEY BY: SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 TH-2 14 GAS GAS COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W W S W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WSWS W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS SS SS SS SS SS SS SS SS SS SS SS SS S S SS S S 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 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 S S S S S S S S S S S S XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS GS GS GS GS GS GS COFC 4 W COFC 4 W WS WS WS W S SS SS SS SS SS S S 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 S S S S S S S S S S SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 OHU OHU S WOSWOSWO SWO COFC E OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUCOFC E COFC E COFC E W. Oak Street 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 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W 6' ' W 1036 310 C802 WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) N89°33'59"W 10 LF 8" PVC N89°33'59"W 5 LF 8" PVC N89°33'59"W 20 LF 8" PVC N89°33'59"W 18 LF 8" PVC N89°33'59"W 15 LF 8" PVC N89°33'59"W 18 LF 8" PVC N89°33'59"W 23 LF 8" PVC N89°33'59"W 30 LF 8" PVC N89°33'59"W 15 LF 8" PVC N89°33'59"W 12 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 36 LF 8" PVC N89°33'59"W 21 LF 8" PVC N89°33'59"W 34 LF 8" PVC N89°33'59"W 6 LF 8" PVC N89°33'59"W 35 LF 8" PVC N89°33'59"W 12 LF 8" PVC N89°33'59"W 9 LF 8" PVC N89°33'59"W 1 LF 8" PVC N89°33'59"W 37 LF 8" PVC N89°33'59"W 41 LF 8" PVC N89°33'59"W 5 LF 8" PVC N89°33'59"W 3 LF 8" PVC N89°33'59"W 50 LF 8" PVC N89°33'59"W 11 LF 8" PVC N89°33'59"W 60 LF 8" PVC MA T C H L I N E - S E E S H E E T C 3 0 6 MA T C H L I N E - S E E S H E E T C 3 0 3 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 EX I S T I N G C O N D I T I O N S & DE M O L I T I O N A N D U T I L I T Y P L A N 1" = 2 0 ' Oa k S t E x i s t i n g - P h 1 . d w g C305 13 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E x i s t i n g - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 4 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G FIELD SURVEY BY: SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 TH-2 14 GAS GAS SSSS COFC E COFC E COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 1 0 W COFC 4 W COFC 4 W COFC 4 W CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D COF C 1 2 D COF C 1 2 D COF C 8 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WSWS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS SS CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O C O F C F O CO F C F O CO F C F O CO F C F O XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G GS GS GS GS GS GS GS GSGS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G GS GS GS GS COFC 4 W CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B 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 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B VE R O F O VE R O F O VE R O F O VE R O F O V E R O F O V E R O F O V E R O F O V E R O F O VE R O F O VE R O F O CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W S WO S WO S W O E XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G GS GSGS CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O CL F O COFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO FO FO FO CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E COFC ECOFC ECOFC E CO F C E CO F C E CO F C E COFC E COFC E SS SS SS SS SS SS SS SS SS SS SS SS SS CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S W. Oak Street S. S h i e l d s S t r e e t 8'' W 8'' W 8'' WGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W END PHASE 1: CONT. PHASE 1: 15 16 17 10 0 1 1009 1012 1013 1016 1017 1018 1019 1020 1021 310 C802 106 C502 108 C503 107 C502 WATERLINE D (SEE PLAN & PROFILE SHEETS C415) N89°33'59"W 60 LF 8" PVC N 4 5 ° 0 0 ' 0 0 " W 64 LF 6" PVC N89°41'47"W 67 LF 8" PVC N89°41'47"W 2 LF 8" PVC 310 C802 MA T C H L I N E - S E E S H E E T C 3 0 5 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 EX I S T I N G C O N D I T I O N S & DE M O L I T I O N A N D U T I L I T Y P L A N 1" = 2 0 ' Oa k S t E x i s t i n g - P h 1 . d w g C306 14 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E x i s t i n g - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 4 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G FIELD SURVEY BY: SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 TH-2 14 GAS GAS Pothole Table - Ditesco POINT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 TYPE PH W2 - 2” Gas PH W3 - 1" Gas PH W4 - 1” Gas PH W5 - 1” Gas PH W6 - 1” Gas PH W7 - 1” Gas PH W8 - 1” Gas PH W9 - 4" IP Aban Gas PH W10 - 2” Comm PH W12 - 1" Gas PH W12 - 1" Gas PH W12 - 3/4" Water PH W12 - 3/4" Water PH W13 - 1” Gas PH W16B - 18” Duct Electric PH W17 - 3 x 1.25” Comm PH W42 - 4” Gas DEPTH 2.83' 3.33' 3.92' 2.75' 2.33' 4.58' 3.42' 4.08' 3.25' 4.25' 4.25' 4.08' 4.08' 3.42' 2.33' 3.25' 2.33' TOP: ELEVATION 5007.7 5007.9 5008.0 5009.6 5011.0 5008.9 5011.2 5010.4 5010.9 5012.8 5012.8 5012.6 5012.6 5017.0 5022.7 5021.8 5023.8 Pothole Table - (By Others) City of Fort Collins Oak Street Stormwater Improvement Project POINT # 1000 1001 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1023 1024 1025 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 TYPE PH35C - 2" Gas BTPH - 8" Sanitary PH34 - 2" Gas PH35A - 2" Aban Gas PH35B - 4" Water PH37A - 8" Aban Water PH37B - 2" Aban Gas PH39 - 1.25" Gas PH47 - 2" Gas PH38 - 8" Aban Gas PH39 - 1.25" Gas BTPH103A - 2" Fiber BTPH103B - 6" Water BTPH - 2' Electric Duct Bank Top BTPH - 2' Electric Duct Bank Bot PH41 - Communication PH42 - 2' Wide Electric Duct Bank PH43 - 10" Water PH44 - 8" Sewer PH46 - 6" Water PH47 - 2' Wide Fiber Duct Bank BTPH84 - 2" Gas BTPH91 - 2" Gas BTPH91 - Fiber BTPH67 - Fiber Optic BTPH69 - Fiber Optic PH35 - Communication BTPH23 - 8" Water BTPH10 - 6" Gas BTPH25 - 2x 2" 1x 6" Fiber BTPH70 - 2" Gas BTPH130 - 8" Water BTPH - 1" Water Service PH Site Wise 6" Water TOP: ELEVATION 5008.6 5013.9 5007.2 5005.4 5004.2 5009.4 5009.4 5011.8 5023.6 5010.4 5013.6 5019.5 5021.5 5012.3 5010.4 5015.7 5022.9 5021.7 5026.2 5022.0 5023.7 5007.8 5012.0 5013.0 5011.5 5008.0 5007.1 5014.8 5016.1 5016.1 5009.0 5013.9 5020.8 5005.1 NOTES 0.36' Thick Asphalt 0.78' Thick Asphalt 0.36' Thick Asphalt 0.36' Thick Asphalt 0.70' Thick Asphalt 0.40' Thick Asphalt 0.70' Thick Asphalt 0.48' Thick Asphalt 0.56' Thick Asphalt 0.38' Thick Asphalt 0.48' Thick Asphalt 1.14' Thick Asphalt 1.2' Thick Asphalt CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PO T H O L E T A B L E 1" = 2 0 ' Oa k S t E x i s t i n g - P h 1 . d w g C307 15 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t E x i s t i n g - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 4 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COFC 12 D COFC 12 D COFC 12 D COFC 12 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC E COFC E COFC E COFC E COFC E COFC E WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS S S S S ECOFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E E COFC FO COFC FO CO F C F O CO F C F O S W O S W O XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O FO COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COFC 12 D COFC 12 D COFC 12 D COFC 12 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC E COFC E COFC E COFC E COFC E COFC E WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS S S S S ECOFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E E COFC FO COFC FO CO F C F O CO F C F O S W O S W O XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O FO 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 W W W W W W W W W W 8'' W 8'' W 8'' W 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 FO FO FO FO FO FO FO FO 6' ' W 6' ' W W. Oak Street S. G r a n t S t r e e t N. G r a n t S t r e e t 1 1 2 2 310 C802 312 C802 100 C501 WATERLINE A (SEE PLAN & PROFILE SHEETS C403) 1000 1003 10041005 1023 1037 S89°31'44"E EXIST 81 LF 6" S89°45'02"E EXIST 64 LF 6" S89°45'02"E EXIST 42 LF 6" S89°45'02"E EXIST 38 LF 6" WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) 101 C501 5000 5002 5004 5006 5008 5010 5012 5014 5016 5000 5002 5004 5006 5008 5010 5012 5014 5016 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 100 C501 1 1 NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE PRIOR TO CONSTRUCTION. 101 C501 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: MA T C H L I N E ST A 11 + 8 0 LI N E MA T C H ST A 11 + 8 0 WA T E R L I N E A 1 W . O A K S T R E E T PL A N & P R O F I L E S T A 1 0 + 0 0 - S T A 1 1 + 8 0 1" = 1 0 ' Oa k S t W a t e r L i n e A 1 P & P - P h 1 . d w g C401 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e A 1 P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 7 : 5 1 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 WATERLINE A1 W. OAK STREET STA 10+00 - STA 11+80 UTILITY TAG NOTE: 1 306 C801 2 307 C801 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS COF C E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S WS WS WS WS WS WS WS S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS S S S S S S S S S S S S S S E ECOFC E COFC E COFC E COFC E COFC E COFC E COF C E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S WS WS WS WS WS WS WS S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS S S S S S S S S S S S S S S E ECOFC E COFC E COFC E COFC E COFC E COFC E W W W W W W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W. Oak Street 1 1 2 2 310 C802 1 S89°45'02"E EXIST 64 LF 6" S89°45'02"E EXIST 42 LF 6" S89°45'02"E EXIST 38 LF 6" 5000 5002 5004 5006 5008 5010 5012 5014 5016 5000 5002 5004 5006 5008 5010 5012 5014 5016 11+60 11+80 12+00 12+20 12+40 12+60 1 1 NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE PRIOR TO CONSTRUCTION.MA T C H L I N E ST A 11 + 8 0 LI N E MA T C H ST A 11 + 8 0 WA T E R L I N E A 1 W . O A K S T R E E T PL A N & P R O F I L E S T A 1 1 + 8 0 - E N D 1" = 1 0 ' Oa k S t W a t e r L i n e A 1 P & P - P h 1 . d w g C402 17 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e A 1 P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 7 : 5 1 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 WATERLINE A1 W. OAK STREET STA 11+80 - END SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS COFC 6 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S COFC 6 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 24 D COFC 24 D COFC 24 D COFC 24 D COFC 24 D COFC 24 D COFC 24 D COFC 24 D COFC 24 D COFC 24 D COFC 24 D COFC 1 2 D COFC 1 2 D COFC 1 2 D COFC 1 2 D COFC 1 2 D COFC 1 2 D COFC 1 2 D COFC 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D COFC 12 D COFC 12 D COFC 12 D COFC 12 D COFC 12 D COFC 12 D COFC 12 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S W S W S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G GS GS GS XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS GS GS GS GS GS GS GS GS GS GS GS GS XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G CO F C 4 W CO F C 4 W C O F C 4 W WS WS WS W S W S W S W S W S WS WS WS COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W WS WS WS WS WS WS WS WS WS WS WS 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 WS WS WS WS WS CO F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E E CO F C F O CO F C F O COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO SWO SWO SWOSWO SWO SWO WS WS WS WS WS WS WS WS XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG XCEL 8 IPG CC FOCC FOCC FOCC FOCC FOCC FOCC FOCC FOCC FOCC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC F O FO 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 8' ' W 8' ' W 8' ' W 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 FO FO FO FO FO FO FO W. O a k S t r e e t 10 0 3 1005 1023 1037 S. Grant Street S. Grant Street 312 C801 100 C501 WATERLINE A1 (SEE PLAN & PROFILE SHEETS C401 - C402) WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) 1000 1004 103 C501 102 C501 N00°46'25"E 65 LF 6" PVC N00°39'53"E 3 LF 6" PVC N00°39'53"E 91 LF 6" PVC 320 C802 320 C802 4998 5000 5002 5004 5006 5008 5010 5012 5014 5016 4998 5000 5002 5004 5006 5008 5010 5012 5014 5016 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 102 C501 100 C501 503 C501 320 C802 320 C802 NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE PRIOR TO CONSTRUCTION. SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e A P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 7 : 5 5 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 WATERLINE A S. GRANT STREET STA 10+00 - END UTILITY TAG NOTE: 1 306 C801 2 307 C801 WA T E R L I N E A S . G R A N T S T R E E T PL A N & P R O F I L E S T A 1 0 + 0 0 - E N D 1" = 1 0 ' Oa k S t W a t e r L i n e A P & P - P h 1 . d w g C403 18 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R COFC 8 SCOFC 8 SCOFC 8 SCOFC 8 S CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COFC 12 D COFC 12 D COFC 12 D COFC 12 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D WS WS WS WS WS WS WS WS WS WS WS GS GS GS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X - G A S - X X - G A S - X X - G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W WS WS WS WS COFC E COFC E COFC E COFC E COFC E COFC E S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS WS WS WS WS WS WS WS WS WS XCEL 2 G XCEL 2 G XCEL 2 G CO F C E CO F C E ESWO S WO SWO COFC ECOFC E CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC FOCC FOCC FOCC FOCC FOCC FOCC FOCC FOCC FOCC FOCC FO FO 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 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 8'' W 8'' W 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 FO FO FO FO FO FO FO FO W W W W W W W W W W W. Oak Street 1 2 BH2 S. G r a n t S t r e e t N. G r a n t S t r e e t 312 C802 100 C501 10001004 10231034 N89°17'35"W 187 LF 8" PVC N89°17'35"W 9 LF 8" PVC N89°17'35"W 2 LF 8" PVC WATERLINE A (SEE PLAN & PROFILE SHEETS C403) 1 1 1 1005 4998 5000 5002 5004 5006 5008 5010 5012 5014 4998 5000 5002 5004 5006 5008 5010 5012 5014 9+8010+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+20 ” 1 1 100 C501 316 C802 316 C802 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: LI N E MA T C H ST A 12 + 0 0 WA T E R L I N E B W . O A K S T R E E T 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 ' Oa k S t W a t e r L i n e B P & P - P h 1 . d w g C404 19 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e B P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 8 : 2 0 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 WATERLINE B W. OAK STREET STA 10+00 - STA 12+00 UTILITY TAG NOTE: 1 306 C801 2 307 C801 MA T C H L I N E ST A 12 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R COFC 8 SCOFC 8 SCOFC 8 SCOFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S W W W W W W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS X - G A S - X X - G A S - X X - G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS COFC E COFC E COFC E COFC 4 W COFC 4 W SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S SS SS SS SS SS SS XCE L A B G XCE L A B G XCE L A B G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G WS WS WS WS WS WS WS WS WS XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G S WO S WOSWOSWO S WO S WO SWO SWO SWO SWO COFC ECOFC ECOFC E CO F C E CO F C E 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 8'' W 8'' W 8'' W 8'' W 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 6' ' W W W W W W W W W W W W W W W W W W W W W W W W W W W W. Oak Street 2 34 56 1034 N89°17'35"W 9 LF 8" PVC N89°17'35"W 2 LF 8" PVC N89°17'35"W 74 LF 8" PVC N89°17'35"W 1 LF 8" PVC N89°17'35"W 17 LF 8" PVC N89°17'35"W 2 LF 8" PVC N89°17'35"W 54 LF 8" PVC N89°17'35"W 12 LF 8" PVC N89°17'35"W 22 LF 8" PVC N89°17'35"W 6 LF 8" PVC N89°17'35"W 6 LF 8" PVC N89°17'35"W 28 LF 8" PVC 310 C802 W. Oak Street 1 1 1 1 1 111 1 1 STORM DRAIN A & A1 (SEE PLAN & PROFILE SHEETS C601) 5002 5004 5006 5008 5010 5012 5014 5016 5018 5002 5004 5006 5008 5010 5012 5014 5016 5018 11+8012+0012+2012+4012+6012+8013+0013+2013+4013+6013+8014+0014+20 ” ” ” ” 1 1111 1 315 C802 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 WA T E R L I N E B W . O A K S T R E E T PL A N & P R O F I L E S T A 1 2 + 0 0 - S T A 1 4 + 0 0 1" = 1 0 ' Oa k S t W a t e r L i n e B P & P - P h 1 . d w g C405 20 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e B P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 8 : 2 0 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 WATERLINE B W. OAK STREET STA 12+00 - STA 14+00 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 MA T C H L I N E ST A 14 + 0 0 LI N E MA T C H ST A 14 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R W W W W W CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D COFC 12 D COFC 12 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D COFC 1 2 D COFC 1 2 D COFC 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS GS GS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GSGSGSGSGS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XCEL AB G CO F C F O CO F C F O C O F C F O C O F C F O C O F C F O C O F C F O C O F C F O CO F C F O CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 4 W CO F C 4 W CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W XCE L A B G XCE L A B G XCE L A B G XCE L A B G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G C O F C F O CO F C F O C O F C F O CO F C F O C O F C F O CO F C F O C O F C F O E XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G CO F C F O C L F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O XCEL 2 G CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E SWO SWO 8'' W 8'' W 8'' W 8'' W 8'' W GAS GAS GAS GAS GAS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W S. W a s h i n g t o n S t r e e t 56 7 8 9 1006 1 0 0 7 1 0 1 0 1028 1029 1030 N89°17'35"W 22 LF 8" PVC N89°17'35"W 6 LF 8" PVC N89°17'35"W 6 LF 8" PVC N89°17'35"W 28 LF 8" PVC N5 6 ° 0 0 ' 4 2 " W 31 L F 8 " P V C N56°00'42"W 17 LF 8" PVC N5 6 ° 0 0 ' 4 2 " W 68 L F 8 " P V C W. Oak Street 1 STORM DRAIN A & A1 (SEE PLAN & PROFILE SHEETS C601) 5002 5004 5006 5008 5010 5012 5014 5016 5018 5002 5004 5006 5008 5010 5012 5014 5016 5018 13+8014+0014+2014+4014+6014+8015+0015+2015+4015+6015+8016+0016+20 ” ” 1Proposed 8" SDR 35 Storm INV: 5010.51 315 C802 315 C802 Proposed 8" SDR 35 Storm INV: 5010.51 COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 4 W CO F C 4 W CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 2 D COFC 12 D COFC 12 D C O F C 1 2 D COFC 1 2 D COFC 1 2 D COFC 1 2 D WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G C O F C F O CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 4 W SSSS SS SS XCEL 2 G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G COF C F O COF C F O COF C F O COF C F O COF C F O COF C F O COF C F O COF C F O COF C F O CO F C F O CO F C E 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 MW3 1006 1 0 0 7 1 0 1 0 N56°00'42"W 17 LF 8" PVC N5 6 ° 0 0 ' 4 2 " W 68 L F 8 " P V C N68°5 1 ' 5 5 " W 34 LF 8 " P V C N0 0 ° 0 4 ' 4 2 " W 35 L F 8 " P V C N0 0 ° 0 8 ' 2 7 " E 19 L F 8 " P V C W. O a k S t r e e t S. W a s h i n g t o n S t r e e t 1 MA T C H L I N E ST A 14 + 0 0 WA T E R L I N E B W . O A K S T R E E T PL A N & P R O F I L E S T A 1 4 + 0 0 - S T A 1 6 + 0 0 1" = 1 0 ' Oa k S t W a t e r L i n e B P & P - P h 1 . d w g C406 21 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e B P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 8 : 2 0 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 MA T C H L I N E ST A 16 + 0 0 LI N E MA T C H ST A 14 + 0 0 LIN EMA T C H ST A 14 + 8 0 LIN EMA T C H ST A 14 + 8 0 LINE MATCH STA 16+00 WATERLINE B W. OAK STREET STA 14+00 - STA 16+00 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R 5004 5006 5008 5010 5012 5014 5016 5018 5020 5004 5006 5008 5010 5012 5014 5016 5018 5020 15+8016+0016+2016+4016+6016+8017+0017+2017+4017+6017+8018+0018+20 1 111 1111 1 1 315 C802 COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G X C E L 1 . 2 5 G X C E L 1 . 2 5 G XC E L 1 . 2 5 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G GS GS GS GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS S S S S S S 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 SS SS SS SS SS SS SS SS SS SS COF C F O COF C F O COF C F O COF C F O S WO SWO SWO 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 8'' W 8'' W 8'' W WWWW 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 10 1 1 1213 1008 N68°5 1 ' 5 5 " W 34 LF 8 " P V C N0 0 ° 0 4 ' 4 2 " W 35 L F 8 " P V C N0 0 ° 0 8 ' 2 7 " E 19 L F 8 " P V C N89°33'59"W 25 LF 8" PVC N89°33'59"W 15 LF 8" PVC N89°33'59"W 33 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 16 LF 8" PVC N89°33'59"W 21 LF 8" PVC N89°33'59"W 42 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 2 LF 8" PVC N89°33'59"W 46 LF 8" PVC W. O a k S t r e e t W. Oak Street 1 1 1 1 1 1 1 1 1 1 1 1 1 MA T C H L I N E ST A 16 + 0 0 WA T E R L I N E B W . O A K S T R E E T PL A N & P R O F I L E S T A 1 6 + 0 0 - S T A 1 8 + 0 0 1" = 1 0 ' Oa k S t W a t e r L i n e B P & P - P h 1 . d w g C407 22 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e B P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 8 : 2 0 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 MA T C H L I N E ST A 18 + 0 0 LINE MATCH STA 16+00 WATERLINE B W. OAK STREET STA 16+00 - STA 18+00 LI N E MA T C H ST A 18 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R 5006 5008 5010 5012 5014 5016 5018 5020 5022 5006 5008 5010 5012 5014 5016 5018 5020 5022 17+8018+0018+2018+4018+6018+8019+0019+2019+4019+6019+8020+0020+20 1 1 11 1 1 COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G GS GS GSGS GS COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W S S S S S S S S SS SS SS SS SS S S S S S S S S S S S S S S S S 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 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 S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S WOSWO O 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 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W WWWWWW 10 1 1 1213 N89°33'59"W 4 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 2 LF 8" PVC N89°33'59"W 46 LF 8" PVC N89°33'59"W 3 LF 8" PVC N89°33'59"W 5 LF 8" PVC N89°33'59"W 70 LF 8" PVC N89°33'59"W 3 LF 8" PVC N89°33'59"W 3 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 67 LF 8" PVC W. Oak Street 11 1 1 1 1 1 1 1 MA T C H L I N E ST A 18 + 0 0 WA T E R L I N E B W . O A K S T R E E T PL A N & P R O F I L E S T A 1 8 + 0 0 - S T A 2 0 + 0 0 1" = 1 0 ' Oa k S t W a t e r L i n e B P & P - P h 1 . d w g C408 23 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e B P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 8 : 2 0 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 MA T C H L I N E ST A 20 + 0 0 WATERLINE B W. OAK STREET STA 18+00 - STA 20+00 LI N E MA T C H ST A 18 + 0 0 LI N E MA T C H ST A 20 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R 5008 5010 5012 5014 5016 5018 5020 5022 5024 5008 5010 5012 5014 5016 5018 5020 5022 5024 19+8020+0020+2020+4020+6020+8021+0021+2021+4021+6021+8022+0022+20 ” 1 1 111 315 C802 315 C802 315 C802 104 C502 COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 2 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G X C E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS GS COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS WS WS WS WS W S W S W S WS W S CO F C E C O F C E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S 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 S S SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C E CO F C E E COFC FOCOFC FOCOFC FOCOFC FO COFC FO COFC FOCOFC FOCOFC FOCOFC FOCOFC FO SWO SWO 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 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W W 6' ' W W W. Oak Street S. M a c k S t r e e t 14 1011 N89°33'59"W 67 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 13 LF 8" PVC N89°33'59"W 29 LF 8" PVC N89°33'59"W 9 LF 8" PVC N89°33'59"W 27 LF 8" PVC N89°33'59"W 14 LF 8" PVC N89°33'59"W 25 LF 8" PVC N89°33'59"W 67 LF 8" PVC N89°33'59"W 10 LF 8" PVC 312 C802 310 C802 1 1 1 1 1 1 1 1 1 104 C502 MA T C H L I N E ST A 20 + 0 0 WA T E R L I N E B W . O A K S T R E E T PL A N & P R O F I L E S T A 2 0 + 0 0 - S T A 2 2 + 0 0 1" = 1 0 ' Oa k S t W a t e r L i n e B P & P - P h 1 . d w g C409 24 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e B P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 8 : 2 0 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 MA T C H L I N E ST A 22 + 0 0 WATERLINE B W. OAK STREET STA 20+00 - STA 22+00 LI N E MA T C H ST A 20 + 0 0 LI N E MA T C H ST A 22 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R 5008 5010 5012 5014 5016 5018 5020 5022 5024 5008 5010 5012 5014 5016 5018 5020 5022 5024 21+8022+0022+2022+4022+6022+8023+0023+2023+4023+6023+8024+0024+20 1 1 111111111 1 315 C802 COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 1 8 D CO F C 1 8 D COF C 1 2 D COF C 1 2 D COF C 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS W S W S W S W S W S SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS 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 S S SS S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CO F C E CO F C E COFC FOCOFC FOCOFC FO S WO SWO 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 8'' W 8'' W 8'' W 8'' W 8'' W WWWWW N89°33'59"W 67 LF 8" PVC N89°33'59"W 10 LF 8" PVCN89°33'59"W 5 LF 8" PVC N89°33'59"W 20 LF 8" PVC N89°33'59"W 18 LF 8" PVC N89°33'59"W 15 LF 8" PVC N89°33'59"W 18 LF 8" PVC N89°33'59"W 23 LF 8" PVC N89°33'59"W 30 LF 8" PVC N89°33'59"W 15 LF 8" PVC N89°33'59"W 12 LF 8" PVC N89°33'59"W 4 LF 8" PVC N89°33'59"W 36 LF 8" PVC N89°33'59"W 21 LF 8" PVC W. Oak Street 1 1 1 11 1 1 1 1 11 1 1 MA T C H L I N E ST A 22 + 0 0 WA T E R L I N E B W . O A K S T R E E T PL A N & P R O F I L E S T A 2 2 + 0 0 - S T A 2 4 + 0 0 1" = 1 0 ' Oa k S t W a t e r L i n e B P & P - P h 1 . d w g C410 25 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e B P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 8 : 2 0 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 MA T C H L I N E ST A 24 + 0 0 WATERLINE B W. OAK STREET STA 22+00 - STA 24+00 LI N E MA T C H ST A 22 + 0 0 LI N E MA T C H ST A 24 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R 5012 5014 5016 5018 5020 5022 5024 5026 5028 5012 5014 5016 5018 5020 5022 5024 5026 5028 23+8024+0024+2024+4024+6024+8025+0025+2025+4025+6025+8026+0026+20 11111 11 COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS S S 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS 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 S WO 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 8'' W 8'' W 8'' W 8'' W 8'' W WWWWWWW 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 1036 N89°33'59"W 12 LF 8" PVC N89°33'59"W 36 LF 8" PVC N89°33'59"W 21 LF 8" PVC N89°33'59"W 34 LF 8" PVC N89°33'59"W 6 LF 8" PVCN89°33'59"W 35 LF 8" PVC N89°33'59"W 12 LF 8" PVC N89°33'59"W 9 LF 8" PVC N89°33'59"W 1 LF 8" PVC N89°33'59"W 37 LF 8" PVC N89°33'59"W 41 LF 8" PVC N89°33'59"W 5 LF 8" PVC N89°33'59"W 3 LF 8" PVC W. Oak Street 310 C802 1 1 1 11 1 1 1 1 1 MA T C H L I N E ST A 24 + 0 0 WA T E R L I N E B W . O A K S T R E E T PL A N & P R O F I L E S T A 2 4 + 0 0 - S T A 2 6 + 0 0 1" = 1 0 ' Oa k S t W a t e r L i n e B P & P - P h 1 . d w g C411 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e B P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 8 : 2 0 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 MA T C H L I N E ST A 26 + 0 0 WATERLINE B W. OAK STREET STA 24+00 - STA 26+00 LI N E MA T C H ST A 24 + 0 0 LI N E MA T C H ST A 26 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R 5014 5016 5018 5020 5022 5024 5026 5028 5030 5014 5016 5018 5020 5022 5024 5026 5028 5030 25+8026+0026+2026+4026+6026+8027+0027+2027+4027+60 NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE PRIOR TO CONSTRUCTION. ” 1 1111 ” 106 C502 COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D WS W S W S W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS 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 SS CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O C O F C F O CO F C F O C O F C F O XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G GS GS GS XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B SS SS SS SS SS SS SS SS SS CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B C O F C E D B VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W S WO E CL F O FO CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O 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 WWW S. S h i e l d s S t r e e t 1516 BH3 10161017 1018 1036 N89°33'59"W 41 LF 8" PVC N89°33'59"W 5 LF 8" PVC N89°33'59"W 3 LF 8" PVC N89°33'59"W 50 LF 8" PVC N89°33'59"W 11 LF 8" PVC W. Oak Street 312 C802 1 1 1 1 1 1 106 C502 N89°33'59"W 60 LF 8" PVC MA T C H L I N E ST A 26 + 0 0 WA T E R L I N E B W . O A K S T R E E T PL A N & P R O F I L E S T A 2 4 + 0 0 - E N D 1" = 1 0 ' Oa k S t W a t e r L i n e B P & P - P h 1 . d w g C412 27 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e B P & P - P h 1 . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 8 : 2 0 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 WATERLINE B W. OAK STREET STA 26+00 - END LI N E MA T C H ST A 26 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D C O F C 1 2 D C O F C 1 2 D COFC 1 2 D COFC 1 2 D COFC 12 D COFC 12 D WS WS WS WS WS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS GS CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W WS WS WS WS WS WS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS CO F C F O COFC FO COFC FO COFC FO E COFC 12 D OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C E CO F C E CO F C E COFC ECOFC ECOFC ECOFC ECOFC ECOFC ECOFC E 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 8'' W 8'' W 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 6'' W W. O a k S t r e e t S. Mack Street 141011 1033 312 C802 N00°09'16"W 148 LF 8" PVC N00°09'16"W 211 LF 8" PVC 1 WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) 104 C502 5008 5010 5012 5014 5016 5018 5020 5022 5024 5008 5010 5012 5014 5016 5018 5020 5022 5024 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 1 ” 104 C502 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: LI N E MA T C H ST A 12 + 0 0 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e C P & P - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 4 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 WATERLINE C S. MACK STREET STA 10+00 - STA 12+00 UTILITY TAG NOTE: 1 306 C801 2 307 C801 WA T E R L I N E C S . M A C K S T R E E T 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 ' Oa k S t W a t e r L i n e C P & P - P h 1 . d w g C413 28 MA T C H L I N E ST A 12 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C 1 0 S CO F C 1 0 S CO F C 1 0 S CO F C 1 0 S CO F C 1 0 S CO F C 1 0 S CO F C 1 0 S CO F C 1 0 S CO F C 1 0 S CO F C 1 0 S CO F C 1 0 S COFC 8 W COFC 8 W COFC 8 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D COFC 18 D CO F C 3 6 D CO F C 3 6 D CO F C 3 6 D CO F C 3 6 D CO F C 3 6 D CO F C 3 6 D CO F C 3 0 D CO F C 3 0 D CO F C 3 0 D CO F C 3 0 D COFC 10 D COFC 10 D COFC 1 0 D COFC 1 0 D COFC 1 0 D COFC 1 0 D COFC 1 0 D COFC 1 0 D COFC 10 D COFC 10 D COFC 10 D COFC 10 D COFC 10 D WS WS WS WS WS WS XC E L 6 G XC E L 6 G XC E L 6 G XC E L 6 G XC E L 6 G XC E L 6 G XC E L 6 G XC E L 6 G XC E L 6 G XC E L 6 G XC E L 6 G GS GS GS GS GS GS GS GS COFC E COFC E CO F C F O COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO CO F C 6 W CO F C 6 W CO F C 6 W CO F C 6 W SS SS SS OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C E CO F C E CO F C E CO F C E D B TR O L Y O H TR O L Y O H TR O L Y O H TR O L Y O H TR O L Y O H TR O L Y O H TR O L Y O H TR O L Y O H TR O L Y O H TR O L Y O H TR O L Y O H 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 W. M o u n t a i n A v e n u e 1031 10321033 1035 S. Mack Street N00°09'16"W 211 LF 8" PVC 105 C502 5008 5010 5012 5014 5016 5018 5020 5022 5024 5008 5010 5012 5014 5016 5018 5020 5022 5024 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 105 C502 NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE PRIOR TO CONSTRUCTION. 315 C802 315 C802 LI N E MA T C H ST A 12 + 0 0 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e C P & P - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 4 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 WATERLINE C S. MACK STREET STA 12+00 - END SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: UTILITY TAG NOTE: 1 306 C801 2 307 C801 WA T E R L I N E C S . M A C K S T R E E T PL A N & P R O F I L E S T A 1 2 + 0 0 - E N D 1" = 1 0 ' Oa k S t W a t e r L i n e C P & P - P h 1 . d w g C414 29 MA T C H L I N E ST A 12 + 0 0 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COF C 8 D COF C 8 D COF C 8 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G GS GS GS GS GS GS COFC 4 W COFC 4 W COFC 4 W CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O VE R O F O CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W S WO S W O COFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FO COFC FO COFC FO COFC FO COFC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO FO FO CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CO F C E CO F C E SS SS SS SS SS SS SS SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W W. Oak Street 17 1001 1009 1012 1013 1018 1019 1020 1021 S. S h i e l d s S t r e e t 309 C802 312 C802 312 C802 108 C503 107 C502 N45°00'00"W 64 LF 6" PVC N89°41'47"W 67 LF 8" PVC N89°41'47"W 2 LF 8" PVC 5014 5016 5018 5020 5022 5024 5026 5028 5030 5014 5016 5018 5020 5022 5024 5026 5028 5030 9+8010+0010+2010+4010+6010+8011+0011+2011+4011+6011+80 NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE PRIOR TO CONSTRUCTION. NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE PRIOR TO CONSTRUCTION. ” 108 C503107 C502 SCALE: 1" =10' 010'10' 20' 30' (True scale for 22x34 sheet size) PROFILE SCALE: WA T E R L I N E D W . O A K S T R E E T PL A N & P R O F I L E S T A 1 0 + 0 0 - E N D 1" = 1 0 ' Oa k S t W a t e r L i n e D P & P - P h 1 . d w g C415 30 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t W a t e r L i n e D P & P - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 4 3 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 WATERLINE D W. OAK STREET STA 10+00 - END UTILITY TAG NOTE: 1 306 C801 2 307 C801 LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R PROPOSED 6" C900 PROPOSED 8" C900 PROPOSED 6" C900 PROPOSED 6" C900 EXISTING 6" DIP WATER PROPOSED 6" FOSTER ADAPTER PROPOSED 8" FOSTER ADAPTER PROPOSED 8" GATE VALVE PROPOSED 6" TO 8" REDUCER PROPOSED 6" TEE PROPOSED 6" TEE EXISTING 6" GATE VALVE PROPOSED 6" C900 EXISTING 6" WATER EXISTING 6" WATER PROPOSED 6" FOSTER ADAPTER PROPOSED 6" FOSTER ADAPTER PROPOSED 6" GATE VALVE PROPOSED 6" GATE VALVE PROPOSED 6" TEE w/ TB CUT IN TEE, VALVE AND HYDRANT SERVICE LATERAL ON EXISTING MAIN LINE PROPOSED 6" C900 PROPOSED 6" FOSTER ADAPTER PROPOSED 6" GATE VALVE PROPOSED 6" TO 4" REDUCER EXISTING 4" CAST IRON WATER PROPOSED CONCRETE THRUST BLOCK (SPECIAL); SEE DETAIL 320 C802 PROPOSED 6" C900 PROPOSED 6" FOSTER ADAPTERPROPOSED 6" GATE VALVE PROPOSED 6" TO 4" REDUCER EXISTING 4" CAST IRON WATER PROPOSED CONCRETE THRUST BLOCK (SPECIAL); SEE DETAIL 320 C802 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t C o n n e c t i o n D e t a i l s . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 7 : 5 8 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 CO N N E C T I O N D E T A I L S NT S Oa k S t C o n n e c t i o n D e t a i l s . d w g C501 31 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R NOTES: 1. COORDINATE OUTAGE AND CONNECTION TO MAIN WITH ENGINEER. WORK TO BE PHASED TO MINIMIZE OUTAGES. 2. INSTALL THRUST BLOCK PER DETAIL PER DETAIL 301 SHEET C801. 3. WATERLINE TO BE FULLY PRESSURE TESTED, CHLORINATED AND BACTERIA TESTED PRIOR TO MAKING CONNECTION. 4. PIPE LENGTHS ARE NOT SHOWN TO SCALE. 100 C501 WATERLINE A1 STA 10+00 / WATERLINE A STA 10+60.26 AND WATERLINE A STA 10+57.24 / WATERLINE B STA 10+00 S. GRANT STREET / W. OAK STREET NOTES: 1. COORDINATE OUTAGE AND CONNECTION TO MAIN WITH ENGINEER. WORK TO BE PHASED TO MINIMIZE OUTAGES. 2. INSTALL THRUST BLOCK PER DETAIL PER DETAIL 301 SHEET C801. 3. WATERLINE TO BE FULLY PRESSURE TESTED, CHLORINATED AND BACTERIA TESTED PRIOR TO MAKING CONNECTION. 4. PIPE LENGTHS ARE NOT SHOWN TO SCALE. WATERLINE A1 STA 10+80.69 W. OAK STREET101 C501 NOTES: 1. COORDINATE OUTAGE AND CONNECTION TO MAIN WITH ENGINEER. WORK TO BE PHASED TO MINIMIZE OUTAGES. 2. WATERLINE TO BE FULLY PRESSURE TESTED, CHLORINATED AND BACTERIA TESTED PRIOR TO MAKING CONNECTION. 3. PIPE LENGTHS ARE NOT SHOWN TO SCALE. 102 C501 WATERLINE A STA 11+49.81 S. GRANT STREET / W. OAK STREET NOTES: 1. COORDINATE OUTAGE AND CONNECTION TO MAIN WITH ENGINEER. WORK TO BE PHASED TO MINIMIZE OUTAGES. 2. WATERLINE TO BE FULLY PRESSURE TESTED, CHLORINATED AND BACTERIA TESTED PRIOR TO MAKING CONNECTION. 3. PIPE LENGTHS ARE NOT SHOWN TO SCALE. WATERLINE A STA 10+00 S. GRANT STREET / W. OAK STREET 103 C501 PROPOSED 8" GATE VALVE PROPOSED 8" GATE VALVE PROPOSED 8" C900 PROPOSED 8" C900 PROPOSED 8" C900 PROPOSED 8" TEEPROPOSED 8" FOSTER ADAPTER PROPOSED 8" FOSTER ADAPTER CUT, CAP AND ABANDON EXISTING 4" WATERCUT, CAP AND ABANDON EXISTING 4" WATER PROPOSED 8" GATE VALVE PROPOSED 8" C900 EXISTING 6" GATE VALVE EXISTING 6" WATER PROPOSED 6"x8" REDUCER PROPOSED FOSTER ADAPTER PROPOSED 6" C900 EXISTING 4" WATER PROPOSED 4" 45° BEND w/ TB PROPOSED 4" FOSTER ADAPTER PROPOSED 4" TO 6" REDUCER CUT, CAP AND ABANDON EXISTING 4" WATER EXISTING 10" WATER EXISTING 10" WATER 10" x 8" PROPOSED TAPPING SADDLE PROPOSED 8" GATE VALVE PROPOSED 8" C900 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t C o n n e c t i o n D e t a i l s . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 7 : 5 8 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 CO N N E C T I O N D E T A I L S NT S Oa k S t C o n n e c t i o n D e t a i l s . d w g C502 32 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R NOTES: 1. COORDINATE OUTAGE AND CONNECTION TO MAIN WITH ENGINEER. WORK TO BE PHASED TO MINIMIZE OUTAGES. 2. INSTALL THRUST BLOCK PER DETAIL PER DETAIL 301 SHEET C801. 3. WATERLINE TO BE FULLY PRESSURE TESTED, CHLORINATED AND BACTERIA TESTED PRIOR TO MAKING CONNECTION. 4. CUT, CAP AND ABANDON 6" MAIN AFTER NEW CONNECTION HAS BEEN MADE TO NEW MAIN. 5. PIPE LENGTHS ARE NOT SHOWN TO SCALE. 6. AT ALL EXISTING WATERLINES TO BE ABANDONED, PLUG WITH GROUT OR CONCRETE CAP; DETAIL 312 SHEET C802. 104 C502 WATERLINE B STA 21+45.14 / WATERLINE C STA 10+00 S. MACK STREET / W. OAK STREET NOTES: 1. COORDINATE OUTAGE AND CONNECTION TO MAIN WITH ENGINEER. WORK TO BE PHASED TO MINIMIZE OUTAGES. 2. WATERLINE TO BE FULLY PRESSURE TESTED, CHLORINATED AND BACTERIA TESTED PRIOR TO MAKING CONNECTION. 3. PIPE LENGTHS ARE NOT SHOWN TO SCALE. WATERLINE C STA 13+58.90 S. MACK STREET105 C502 NOTES: 1. COORDINATE OUTAGE AND CONNECTION TO MAIN WITH ENGINEER. WORK TO BE PHASED TO MINIMIZE OUTAGES. 2. INSTALL THRUST BLOCK PER DETAIL PER DETAIL 301 SHEET C801. 3. WATERLINE TO BE FULLY PRESSURE TESTED, CHLORINATED AND BACTERIA TESTED PRIOR TO MAKING CONNECTION. 4. PIPE LENGTHS ARE NOT SHOWN TO SCALE. 106 C502 WATERLINE B STA 27+41.59 S. SHIELDS STREET / W. OAK STREET NOTES: 1. COORDINATE OUTAGE AND CONNECTION TO MAIN WITH ENGINEER. WORK TO BE PHASED TO MINIMIZE OUTAGES. 2. INSTALL THRUST BLOCK PER DETAIL PER DETAIL 301 SHEET C801. 3. WATERLINE TO BE FULLY PRESSURE TESTED, CHLORINATED AND BACTERIA TESTED PRIOR TO MAKING CONNECTION. 4. CUT, CAP AND ABANDON 6" MAIN AFTER NEW CONNECTION HAS BEEN MADE TO NEW MAIN. 5. PIPE LENGTHS ARE NOT SHOWN TO SCALE. 6. AT ALL EXISTING WATERLINES TO BE ABANDONED, PLUG WITH GROUT OR CONCRETE CAP; DETAIL 312 SHEET C802. WATERLINE D STA 11+32.53 W. OAK STREET107 C502 10" x 8" PROPOSED TAPPING SADDLE EXISTING 10" WATER EXISTING 10" WATER PROPOSED 8" GATE VALVE PROPOSED 8" C900 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t C o n n e c t i o n D e t a i l s . d w g F r i d a y , A p r i l 1 2 , 2 0 2 4 7 : 5 8 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 CO N N E C T I O N D E T A I L S NT S Oa k S t C o n n e c t i o n D e t a i l s . d w g C503 33 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R NOTES: 1. COORDINATE OUTAGE AND CONNECTION TO MAIN WITH ENGINEER. WORK TO BE PHASED TO MINIMIZE OUTAGES. 2. INSTALL THRUST BLOCK PER DETAIL PER DETAIL 301 SHEET C801. 3. WATERLINE TO BE FULLY PRESSURE TESTED, CHLORINATED AND BACTERIA TESTED PRIOR TO MAKING CONNECTION. 4. PIPE LENGTHS ARE NOT SHOWN TO SCALE. 108 C503 WATERLINE D STA 10+00 S. SHIELDS STREET / W. OAK STREET W W W W W W CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D COFC 12 D COFC 12 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D COFC 1 2 D COFC 1 2 D COFC 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G COFC 4 W COFC 4 W COFC 4 W COFC 4 W C O F C F O C O F C F O C O F C F O C O F C F O CO F C F O CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W S S S S S S S S S S S S S S S S S S XCE L A B G XCE L A B G XCE L A B G XCE L A B G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G CO F C F O CO F C F O C O F C F O CO F C F O C O F C F O CO F C F O C O F C F O CO F C F O E XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G COF C F O COF C F O COF C F O COF C F O COF C F O COF C F O COF C F O COF C F O COF C F O CO F C F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G CO F C E CO F C E CO F C E SWO S WO S WO S 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W W W W W W W W W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 56 7 8 9 1006 1 0 0 7 1 0 1 0 1028 1029 1030 W. O a k S t r e e t W. Oak Street 11 1 WATERLINE B (SEE PLAN & PROFILE SHEET C406) S. W a s h i n g t o n S t r e e t Exist Inlet A Exist Storm MH Exist Inlet A1 5000 5002 5004 5006 5008 5010 5012 5014 5016 5018 5020 5022 5000 5002 5004 5006 5008 5010 5012 5014 5016 5018 5020 5022 9+8010+0010+2010+40 5000 5002 5004 5006 5008 5010 5012 5014 5016 5018 5020 5022 5000 5002 5004 5006 5008 5010 5012 5014 5016 5018 5020 5022 9+8010+0010+2010+4010+60 Ex i s t I n l e t A Ex i s t S t o r m M H 8" PVC Water TOP: 5010.41 Ex i s t S t o r m M H Ex i s t I n l e t A 1 8" PVC Water TOP: 5010.34 ST O R M D R A I N A & A 1 PL A N A N D P R O F I L E 1" = 1 0 ' Oa k S t S t o r m D r a i n P & P - P h 1 . d w g C601 34 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S t o r m D r a i n P & P - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 2 8 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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) PROFILE SCALE: STORM DRAIN A1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R STORM DRAIN A PROFILE SCALE: LEGEND: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W 20 BH-2 14 GAS GAS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X E E E S W O S W O S W O S W O S W O S W O S W O S W O S WO S WO SWO S W O FO 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W W W W W W 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 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 FO FO FO FO W W W W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W W W W W W 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 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 FO FO FO FO W W W W 6' ' W W. Oak Street N. G r a n t S t r e e t S. G r a n t S t r e e t 310 C802 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 S H E E T C 7 0 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R SU R F A C E S R E M O V A L AN D R E P L A C E M E N T P L A N 1" = 2 0 ' Oa k S t R e s t o r a t i o n - P h 1 . d w g C701 35 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t R e s t o r a t i o n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 LEGEND: NOTES: S D C S SWO 6'' W W W X - G A S - X X - G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X E S WO S WO SWO SWO SWO S WO S WOSWOSWO S WO S WO SWO SWOSWO SWO 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 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 W W W W W W W W W W W W 8' ' W 8' ' W 8' ' W WW 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 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 W W W W W W W W W W W W 8' ' W 8' ' W 8' ' W WW 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W W. Oak Street S. W a s h i n g t o n S t r e e t 310 C802 MA T C H L I N E - S E E S H E E T C 7 0 3 MA T C H L I N E - S E E S H E E T C 7 0 1 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t R e s t o r a t i o n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 AN D R E P L A C E M E N T P L A N 1" = 2 0 ' Oa k S t R e s t o r a t i o n - P h 1 . d w g C702 36 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R LEGEND: NOTES: S D C S SWO 6'' W W W E E FO E E S WOSWO SWO SWO 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 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 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 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W W. Oak Street N. M a c k S t r e e t 310 C802 MA T C H L I N E - S E E S H E E T C 7 0 2 MATCHLINE-SEE SHEET C704 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t R e s t o r a t i o n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 T C H L I N E - S E E S H E E T C 7 0 5 SU R F A C E S R E M O V A L AN D R E P L A C E M E N T P L A N 1" = 2 0 ' Oa k S t R e s t o r a t i o n - P h 1 . d w g C703 37 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R LEGEND: NOTES: S D C S SWO 6'' W W W COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D E S WO SWO TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH 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 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 W. Mountain Avenue N. M a c k S t r e e t 310 C802 MA T C H L I N E - S E E S H E E T C 7 0 5 MA T C H L I N E - S E E S H E E T C 7 0 3 MATCHLINE-SEE SHEET C703 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t R e s t o r a t i o n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 AN D R E P L A C E M E N T P L A N 1" = 2 0 ' Oa k S t R e s t o r a t i o n - P h 1 . d w g C704 38 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R LEGEND: NOTES: S D C S SWO 6'' W W W S WOSWOSWO SWO 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 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W 6' ' 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 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W 6' ' W W. Oak Street 310 C802 MA T C H L I N E - S E E S H E E T C 7 0 6 MA T C H L I N E - S E E S H E E T C 7 0 3 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t R e s t o r a t i o n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 AN D R E P L A C E M E N T P L A N 1" = 2 0 ' Oa k S t R e s t o r a t i o n - P h 1 . d w g C705 39 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R LEGEND: NOTES: S D C S SWO 6'' W W W SSSS VE R O F O VE R O F O VE R O F O VE R O F O V E R O F O V E R O F O V E R O F O V E R O F O VE R O F O VE R O F O S WO S WO S W O E FO FO FO 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W W. Oak Street S. S h i e l d s S t r e e t 310 C802 MA T C H L I N E - S E E S H E E T C 7 0 5 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t R e s t o r a t i o n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 AN D R E P L A C E M E N T P L A N 1" = 2 0 ' Oa k S t R e s t o r a t i o n - P h 1 . d w g C706 40 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below.before you dig.Call R LEGEND: NOTES: S D C S SWO 6'' W W W 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t D e t a i l s - P h 1 . d w g M o n d a y , A p r i l 0 8 , 2 0 2 4 1 1 : 3 8 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 TRENCH DETAIL STANDARD SIDEWALK SIDEWALK DETAIL BEDDING REQUIRMENTS 300 C801 301 C801 302 C801 303 C801 304 C801 305 C801 CURB AND GUTTER TYPICAL WATER SERVICE306 C801 307 C801 STANDARD EXTERIOR WATER METERS Sheet: 27 File: ..\..\..\..\..\..\..\Library\LCUASS Larimer County Standards\ApdxA_1601_2501_2007.pdf Missing or invalid reference STANDARD CONCRETE THRUST BLOCKS GE N E R A L S I T E D E T A I L S NT S Oa k S t D e t a i l s - P h 1 . d w g C801 41 PROPOSED 6" PVC PROPOSED 6" GATE VALVE PROPOSED 6" TO 4" REDUCER EXISTING 4" WATER PROPOSED CONCRETE THRUST BLOCK (SPECIAL) 4'x6'x2' 4' 6' #5 REBAR @ 12" O.C. #5 REBAR 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t D e t a i l s - P h 1 . d w g M o n d a y , A p r i l 0 8 , 2 0 2 4 1 1 : 3 8 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 WATER MAIN LOWERING308 C802 309 C802 310 C802 311 C802 WATER MAIN LOWERING FULL DEPTH ASPHALT REPLACEMENT 6" HMA GRADE S RECOMPACTED SUBGRADE 95% SPD PIPE ABANDONMENT DETAIL CUT EXISTING PIPE AND REMOVE CONCRETE PLUG AS SHOWN; TYP 2- FT MINIMUMSAND BAGS 312 C802 GE N E R A L S I T E D E T A I L S NT S Oa k S t D e t a i l s - P h 1 . d w g C802 42 313 C802 TEMPORARY ASPHALT REPLACEMENT 2" OF HMA 4" ABC FIRE HYDRANT INSTALLATION 314 C802 TEMPORARY CONCRETE REPLACEMENT 4" OF CONCRETE 4" ABC 316 C802 SEWER CROSSING DETAIL STORM DRAIN OR SANITARY SEWER NOTES: 1. SEWER CROSSING ONLY REQUIRED FLOWFILL ENCASEMENT AT THE PIPE JOINTS OR AT THE TOP OF THE WATERLINE. REFERENCE PLANS DETAILING WHAT ENCASEMENT IS REQUIRED AT EACH CROSSING LOCATION. 315 C802 SEWER CROSSING DETAIL BELL & SPIGOT JOINT PROPOSED WATERLINE FLOWFILL ENCASEMENT AT BOTTOM OF PIPE TEN FEET EITHER DIRECTION OF PIPE CROSSING STORM DRAIN OR SANITARY SEWER INDIVIDUAL PIPE RUN TO BE CENTERED OVER SEWER CROSSING NOTES: 1. SEWER CROSSING ONLY REQUIRED FLOWFILL ENCASEMENT AT THE PIPE JOINTS OR AT THE BOTTOM OF THE WATERLINE. REFERENCE PLANS DETAILING WHAT ENCASEMENT IS REQUIRED AT EACH CROSSING LOCATION. BELL & SPIGOT JOINT FLOWFILL ENCASEMENT AT PIPE JOINT PROPOSED WATERLINE INDIVIDUAL PIPE RUN TO BE CENTERED OVER SEWER CROSSING FLOWFILL ENCASEMENT AT PIPE JOINT 320 C802 CONCRETE THRUST BLOCK (SPECIAL) 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t D e t a i l s - P h 1 . d w g M o n d a y , A p r i l 0 8 , 2 0 2 4 1 1 : 3 8 A M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 S I T E D E T A I L S NT S Oa k S t D e t a i l s - P h 1 . d w g C803 43 317 C803 319 C803 TYPICAL WATER SERVICE, CURB STOP REPLACEMENT WITH NEW METER PIT NOTES: 1. IF LEAD GOOSENECK EXISTS, CLOSE CORPORATION VALVE AND REMOVE GOOSENECK. 2. IF LEAD GOOSENECK EXISTS, REPLACE SECTION WITH TYPE K COPPER, WITH COMPRESSION COUPLING TO EXISTING SERVICE LINE. 3. CONTRACTOR TO OPEN CORPORATION VALVE ANDVISUALLY INSPECT THE LINE TO ENSURE NO LEAKS ARE PRESENT. ALLOW ENGINEER TO INSPECT NEW CONNECTION PRIOR TO BACKFILL. 4. CONTRACTOR TO BED THE SERVICE LINE WITH SQUEEGEE BACKFILL TO A MINIMUM OF 6-INCHES ABOVE THE TOP OF THE SERVICE AND MAIN LINE. 5. REPLACE ASPHALT OR CONCRETE PATCH PER DETAILS 311, 313, 314 ON SHEET C802. TYPICAL WATER SERVICE CONNECTION 318 C803 NOTES: 1. IF LEAD GOOSENECK EXISTS, CLOSE CORPORATION VALVE AND REMOVE GOOSENECK. IF GALVANIZED SERVICE LINE EXISTS IT SHALL BE REPLACED WITH TYPE K COPPER. 2. REPLACE LEAD GOOSENECK AND GALVANIZED SERVICE LINE WITH TYPE K COPPER, AS NEEDED. INSTALL NEW CURB STOP AND CURB STOP BOX AND INSTALL COMPRESSION COUPLING TO EXISTING SERVICE LINE. 3. AFTER INSTALLATION, CONTRACTOR TO OPEN CORPORATION VALVE AND VISUALLY INSPECT THE LINE TO ENSURE NO LEAKS ARE PRESENT. ALLOW ENGINEER TO INSPECT NEW CONNECTION PRIOR TO BACKFILL. 4. CONTRACTOR TO BED THE SERVICE LINE WITH SQUEEGEE BACKFILL TO A MINIMUM OF 6-INCHES ABOVE THE TOP OF THE SERVICE AND MAIN LINE. 5. REPLACE ASPHALT OR CONCRETE PATCH PER DETAILS 311, 313 AND 314 ON SHEET C802 6. CONTRACTOR TO COMPLETE LANDSCAPE REPAIR FOR AREA AROUND CURB STOP EXCAVATION. TYPICAL WATER SERVICE AND CURB STOP REPLACEMENT NOTES: 1. IF LEAD GOOSENECK EXISTS, CLOSE CORPORATION VALVE AND REMOVE GOOSENECK. IF GALVANIZED SERVICE LINE EXISTS IT SHALL BE REPLACED WITH TYPE K COPPER. 2. REPLACE LEAD GOOSENECK AND GALVANIZED SERVICE LINE WITH TYPE K COPPER, AS NEEDED. INSTALL NEW CURB STOP AND CURB STOP BOX AND INSTALL COMPRESSION COUPLING TO EXISTING SERVICE LINE. 3. INSTALL NEW METER PIT. METER PIT AND YOLK PER THE STANDARD EXTERIOR SETTING FOR WATER METERS (W-15), METER PIT DETAIL. INSTALL TEMPORARY CONNECTION THROUGH METER YOLK TO ALLOW WATER SERVICE. WATER METER WILL BE RELOCATED TO THE EXTERIOR METER PIT, BY OWNER, AT A LATER DATE. 4. CONTRACTOR TO OPEN CORPORATION VALVE AND VISUALLY INSPECT THE LINE TO ENSURE NO LEAKS ARE PRESENT. ALLOW ENGINEER TO INSPECT NEW CONNECTION PRIOR TO BACKFILL. 5. CONTRACTOR TO BED THE SERVICE LINE WITH SQUEEGEE BACKFILL TO A MINIMUM OF 6-INCHES ABOVE THE TOP OF THE SERVICE AND MAIN LINE. 6. REPLACE ASPHALT OR CONCRETE PATCH PER DETAILS 311, 313 AND 314 ON SHEET C802. 7. CONTRACTOR TO COMPLETE LANDSCAPE REPAIR FOR AREA AROUND CURB STOP EXCAVATION. AREA OF IMPACT AREA OF IMPACT AREA OF IMPACT CURB STOP MAY NOT ALWAYS NEED TO BE REPLACED 1 2 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t G e o t e c h B o r e L o g s - P h 1 . d w g M o n d a y , M a r c h 1 1 , 2 0 2 4 3 : 4 7 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 400 C901 401 C901 402 C901 403 C901 404 C901 405 C901 EXPLORATORY BORING LOGS BH-1 406 C901 SU M M A R Y L O G S O F E X P L O R A T O R Y BO R I N G S NT S Oa k S t G e o t e c h B o r e L o g s - P h 1 . d w g C901 44 EXPLORATORY BORING LOGS BH-2 EXPLORATORY BORING LOGS BH-3 EXPLORATORY BORING LOGS MW-1 EXPLORATORY BORING LOGS MW-2 EXPLORATORY BORING LOGS MW-3 EXPLORATORY BORING LOGS MW-4 COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 SCOFC 8 SCOFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 6 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D CO F C 2 4 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D COF C 1 2 D COF C 1 2 D COF C 1 2 D COFC 12 D COFC 12 D COFC 12 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G GS GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS GS GS GS GS GS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G X- G A S - X GS GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS CO F C 4 W CO F C 4 W CO F C 4 W CO F C 4 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC E COFC E COFC E COFC E COFC E WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS COFC E COFC E COFC E SS SS SS SS SS SS S S S S S S S S S S S S S S SSSSSSSSSS SS SS SS SS S S S S S S S S S S S S S S S S S S S S 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 SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS SSSSSSSSSSSSSS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S WS WS WS WS GS GS GS GS GS WSWS GS GS GS GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS GS GS WS WS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCEL 2 G XCEL 2 G E ECOFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E COFC E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E E OH U COFC FO CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O C O F C F O CO F C F O S W O S W O S W O S W O S W O S W O S W O S W O S WO S WO SWO S W O WS WS WS WS COFC E GSGS XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G XC E L 8 I P G GS CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC FOCC FOCC FOCC FOCC FO FO W. Oak Street N. G r a n t S t r e e t 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W W W W W W 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 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 FO FO FO FO W W W W 6' ' W 12 WATERLINE A (SEE PLAN & PROFILE SHEETS C403) WATERLINE A1 (SEE PLAN & PROFILE SHEETS C401 - C402) S. G r a n t S t r e e t WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) 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 S H E E T S U 0 2 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 ' Oa k S t S U E P l a n - P h 1 . d w g SU01 45 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S U E P l a n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 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: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W GAS GAS 33 COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E C O F C E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC ECOFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 SCOFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 4 W W W W CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D COFC 12 D COFC 12 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D COFC 12 D COFC 12 D COFC 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS WS WS WS WS WSWS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS XCEL 1.25 G XCEL 1.25 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 1.25 G XC E L 1 . 2 5 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G X C E L 1 . 2 5 G X - G A S - X X - G A S - X GS GS GS X- G A S - X X- G A S - X X- G A S - X GS GS GS GS X- G A S - X X- G A S - X X- G A S - X GS GS GS GS GS X- G A S - X X- G A S - X X- G A S - X GS GS GS X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X X- G A S - X GS GS GS X- G A S - X GS GS GS GS X- G A S - X X- G A S - X GS GS GS GS GS GS GS GS GS GS XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G GS GS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XCEL 0.75 G XCEL 0.75 G GS GS GS GS GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS GS GS GS GS GSGS XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G XCEL AB G COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS WS WS COFC E CO F C F O CO F C F O CO F C F O CO F C F O C O F C F O C O F C F O C O F C F O CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 4 W CO F C 4 W CO F C 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S SSSSSSSS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS XCE L A B G XCE L A B G XCEL 2 G XCEL 2 G XCEL 2 G C O F C F O CO F C F O C O F C F O CO F C F O C O F C F O C O F C F O CO F C F O C O F C F O CO F C F O C O F C F O CO F C F O C O F C F O CO F C F O CO F C F O CO F C F O CO F C F O COFC F O COFC F O C O F C F O COFC FO C O F C F O E WS WS WS WS XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L A B G XC E L 2 G XC E L 2 G XC E L 2 G COFC E COFC E COF C F O COF C F O COF C F O COF C F O COF C F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O C L F O CL F O COFC FO COFC FO WS OH U OH U OH U OH U OH U OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G XCEL 2 G S S COFC E COFC E COFC E COFC E COFC E COFC E COFC E CO F C E CO F C E CO F C E CO F C E S WO S WO SWO SWO SWO S WO S WOSWOSWO S WO S WO SWO SWOSWO SWO COFC E CO F C E CO F C E CO F C E CO F C E W. Oak Street S. W a s h i n g t o n S t r e e t 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 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 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 W W W W W W W W W W W W 8' ' W 8' ' W 8' ' W WW 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2345 678 9 WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) MA T C H L I N E - S E E S H E E T S U 0 3 MA T C H L I N E - S E E S H E E T S U 0 1 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S U E P l a n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 ' Oa k S t S U E P l a n - P h 1 . d w g SU02 46 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: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W GAS GAS 33 COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E C O F C E C O F C E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D COF C 1 2 D COF C 1 2 D C O F C 1 2 D C O F C 1 2 D C O F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS WS WS WS WS WS SSSS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS S S SS S S S S S S S S S S S S XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XC E L 2 G XC E L 2 G XC E L 2 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS GS GS GS GS GS GS GS GS GS COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W WS WS WS WS WS WS W S W S CO F C E CO F C E CO F C E S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S 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 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 S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS E CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C 1 2 D CO F C F O COF C E E COFC E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E COFC FO CO F C F O COFC FO COFC FO FO COF C F O XC E L 2 G XC E L 2 G XC E L 2 G XC E L 2 G E OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E COFC FOCOFC FO COFC FOCOFC FOCOFC FO COFC FO COFC FO COFC FO COFC FO COFC FO S WOSWO SWO SWO COFC E COFC E CO F C E CO F C E CO F C E GS GS W. Oak Street N. M a c k S t r e e t 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 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'' W10 1112 13 14 WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) WATERLINE C (SEE PLAN & PROFILE SHEETS C413 - C414) MA T C H L I N E - S E E S H E E T S U 0 2 MATCHLINE-SEE SHEET SU04 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 ' Oa k S t S U E P l a n - P h 1 . d w g SU03 47 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S U E P l a n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 T C H L I N E - S E E S H E E T S U 0 5 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: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W GAS GAS 33 COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S CO F C 8 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 10 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 8 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W COFC 6 W CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 36 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D COFC 30 D CO F C 1 0 D CO F C 1 0 D C O F C 1 0 D C O F C 1 0 D C O F C 1 0 D C O F C 1 0 D CO F C 1 0 D CO F C 1 0 D CO F C 8 D CO F C 8 D CO F C 1 0 D CO F C 1 0 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS WS WS WSWS WS W S SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 0.75 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G G S GS GS GS XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS GS GS GS GS GS GS XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G XC E L 1 . 2 5 G GS GS COFC 4 W COFC 4 W S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS S S S S S S S S S S S S 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 SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS CO F C F O CO F C F O CO F C F O COFC 6 W COFC 6 W SS SS E SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU COFC FO COFC FO COFC FO S WO SWO COFC E COFC E CO F C E CO F C E CO F C E COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB COFC E DB TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH TROLY OH XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G XCEL 6 G GS GS GS GS W. Mountain Avenue N. M a c k S t r e e t 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 WATERLINE C (SEE PLAN & PROFILE SHEETS C413 - C414) WATERLINE C (SEE PLAN & PROFILE SHEETS C413 - C414) MA T C H L I N E - S E E S H E E T S U 0 5 MA T C H L I N E - S E E S H E E T S U 0 3 MATCHLINE-SEE SHEET SU03 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S U E P l a n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 ' Oa k S t S U E P l a n - P h 1 . d w g SU04 48 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: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W GAS GAS 33 COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC E COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W W S W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WSWS W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS W S WS WS SS SS SS SS SS SS SS SS SS SS SS SS S S SS S S 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 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 S S S S S S S S S S S S XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G XCEL 1.25 G GS GS GS GS GS GS GS GS COFC 4 W COFC 4 W WS WS WS W S SS SS SS SS SS S S 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 S S S S S S S S S S SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 OHU OHU S WOSWOSWO SWO COFC E OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUCOFC E COFC E COFC E W. Oak Street 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 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W 6' ' W WATERLINE B (SEE PLAN & PROFILE SHEETS C404 - C412) MA T C H L I N E - S E E S H E E T S U 0 6 MA T C H L I N E - S E E S H E E T S U 0 3 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S U E P l a n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 ' Oa k S t S U E P l a n - P h 1 . d w g SU05 49 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: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W GAS GAS 33 SSSS COFC E COFC E COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 8 S COFC 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W COFC 4 W CO F C 1 0 W COFC 4 W COFC 4 W COFC 4 W CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 8 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D CO F C 1 5 D COF C 1 2 D COF C 1 2 D COF C 8 D WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WSWS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS SS CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O CO F C F O C O F C F O CO F C F O CO F C F O CO F C F O XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G XCEL 4 G GS GS GS GS GS GS GS GSGS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G GS GS GS GS COFC 4 W CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B 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 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CL F O CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B CO F C E D B VE R O F O VE R O F O VE R O F O VE R O F O V E R O F O V E R O F O V E R O F O V E R O F O VE R O F O VE R O F O CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W CO F C 1 0 W S WO S WO S W O E XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G XC E L 4 G GS GSGS CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O D B CL F O CL F O COFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FOCOFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO COFC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO CC FO FO FO FO CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CC F O CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E CO F C E COFC ECOFC ECOFC E CO F C E CO F C E CO F C E COFC E COFC E SS SS SS SS SS SS SS SS SS SS SS SS SS CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S CO F C 8 S W. Oak Street S. S h i e l d s S t r e e t 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6'' W 6'' W 6'' W 1516 17WATERLINE D (SEE PLAN & PROFILE SHEETS C415) MA T C H L I N E - S E E S H E E T S U 0 5 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20'20' 40' 60' 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S U E P l a n - P h 1 . d w g F r i d a y , A p r i l 1 9 , 2 0 2 4 3 : 3 9 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 ' Oa k S t S U E P l a n - P h 1 . d w g SU06 50 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: COFC 4 W COFC E NOTES: XCEL 4 G SS SS SS S D COFC 4 W COFC FO C S TROLY OH SWO WS WS COFC 10 S 6'' W W W GAS GAS 33 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 Oa k S t S U E T a b l e - P h 1 . d w g SU07 51 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S U E T a b l e - P h 1 . d w g M o n d a y , M a r c h 1 1 , 2 0 2 4 3 : 5 0 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S U E P h o t o s - P h 1 . d w g M o n d a y , M a r c h 1 1 , 2 0 2 4 3 : 5 1 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 Oa k S t S U E P h o t o s - P h 1 . d w g SU09 53 PHOTO OF C3D POINT #1 PH W2101 SU08 PHOTO OF C3D POINT #2 PH W3102 SU08 PHOTO OF C3D POINT #3 PH W4103 SU08 PHOTO OF C3D POINT #4 PH W5104 SU08 PHOTO OF C3D POINT #5 PH W6105 SU08 PHOTO OF C3D POINT #8 PH W9106 SU08 PHOTO OF C3D POINT #10 - #13 PH W12107 SU08 PHOTO OF C3D POINT #14 PH W13108 SU08 PHOTO OF C3D POINT #15 PH W16B109 SU08 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 : PH A S E 1 OA K S T R E E T W A T E R L I N E I M P R O V E M E N T S DA T E : Ap r i l 1 2 , 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 \ O a k S t r e e t W a t e r \ D r a w i n g s \ C A D \ S h e e t s \ P h a s e I \ O a k S t S U E P h o t o s - P h 1 . d w g M o n d a y , M a r c h 1 1 , 2 0 2 4 3 : 5 1 P M B y : R h o n d a B u n n e r R. B u n n e r K. M a d s e n 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 Oa k S t S U E P h o t o s - P h 1 . d w g SU09 53 PHOTO OF C3D POINT #16 PH W17110 SU09 PHOTO OF C3D POINT #17 PH W42111 SU09 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