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CONTRACT - BID - 9909 MAIL CREEK TRAIL IMPROVEMENTS TIMBERLINE TO SPINDLEBUSH
Invitation for Bid 9909 Mail Creek Improvements Timberline to Spindlebush BID INFORMATION AND CONTRACT DOCUMENTS FOR MAIL CREEK TRAIL IMPROVEMENTS TIMBERLINE TO SPINDLEBUSH BID NO. 9909 January 2, 2024 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Improvements Timberline to Spindlebush CONTRACT DOCUMENTS TABLE OF CONTENTS BID INFORMATION 00020 Invitation to Bid 00050 Scope of Work 00100 General Information 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Subcontractors CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 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 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment ADDITIONAL CONTRACT DOCUMENTS EXHIBIT A - PROJECT PLAN SET DATED SEPTEMBER 29, 2023 EXHIBIT B - PROJECT SPECIFICATIONS DATED NOVEMBER 15, 2023 EXHIBIT C - GEOTECHNICAL REPORT DATED JULY 24, 2023 EXHIBIT D - EROSION CONTROL REPORT DATED SEPTEMBER 13, 2023 EXHIBIT E - TIME EXTENSIONS FOR ABNORMAL WEATHER DELAY DAYS EXHIBIT F – ADDENDA 1 THRU 3 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Improvements Timberline to Spindlebush SECTION 00020 INVITATION TO BID BID DUE: 3:00 PM MT (MT our clock), December 19, 2023 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. Public Bid Opening: The bid opening will be conducted by video conference per the following information. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. To access the public Bid opening, please follow the link or call in information below to join the meeting: Click here to join the meeting https://teams.microsoft.com/l/meetup- join/19%3ameeting_ZWZmMjZmYWItODAzNi00NTE3LTllMDktMmEzMDMzZDBkMWM0 %40thread.v2/0?context=%7b%22Tid%22%3a%2247fa2f5f-0d0a-4a68-b431- 6d1a27b66660%22%2c%22Oid%22%3a%2237299b31-8a43-4b66-8642- b5358a21cda9%22%7d Call in information: Phone #: 1-970-628-0892 Call in ID: 757 598 565# A pre-bid conference and job walk with representatives of prospective Bidders will be held at the jobsite and we will meet near the northwestern corner of Zephyr Road and Tilden Street on November 29, 2023 @ 10:00 AM MT. Weather permitting, a job walk will take place immediately after the pre-bid conference. All bidders must bring appropriate personal protective equipment (PPE) including at a minimum work boots, hardhat and reflective vest. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. All questions should be submitted, in writing via email, to Adam Hill, Senior Buyer at adhill@fcgov.com, and Greg Oakes, Project Manager at goakes@fcgov.com no later than 3:00 PM MT on December 11, 2023. Please format your e-mail to include: Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 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. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Improvements Timberline to Spindlebush The Contract Documents and Construction Drawings may be examined online at: http://www.bidnetdirect.com/colorado/city-of-fort-collins Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. 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 sixty (60) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. 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 City 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 40 years or older, marital status, disability, sexual orientation, genetic information, or other characteristics protected by law. For the purpose of this policy “sexual orientation” means a person’s actual or perceived orientation toward heterosexuality, homosexuality, and bisexuality. The City also strictly prohibits unlawful harassment in the workplace, including sexual harassment. Further, the City strictly prohibits unlawful retaliation against a person who engages in protected activity. Protected activity includes an employee complaining that he or she has been discriminated against in violation of the above policy or participating in an employment discrimination proceeding. The City requires its Contractors 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 Contractors and their 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 such officer or employee exercises directly or indirectly any decision-making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. 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) DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Improvements Timberline to Spindlebush 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 proposal, however, if you take exception to participating in Direct Deposit (Electronic) payments please clearly note such in your proposal as an exception. The City may waive the requirement to participate in Direct Deposit (Electronic) payments at its sole discretion. 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 bids, Bid Forms, and the awarded contract will be considered public records subject to disclosure under CORA. By responding to this Bid, CONTRACTOR hereby waives any and all claims for damages against the City for the City’s good faith compliance with CORA. Collusive or Sham Bid: Any bid deemed to be collusive or a sham bid will be rejected and reported to authorities as such. Your authorized signature of this proposal assures that such proposal is genuine and is not a collusive or sham proposal. City of Fort Collins Gerry Paul Purchasing Director DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00050 SCOPE OF WORK The City is working towards completion of the Mail Creek Trail connection between Kinard Core Knowledge Middle School and the Power Trail. This connection will provide access to the Power Trail from the east, eliminating the need for trail users to travel north to Harmony or south to Trilby. Multiple projects are underway or completed, in partnership with the Engineering Department, that contribute towards the trail completion including: • Siphon Pedestrian Overpass - Construction estimated to begin in the Fall of 2024 • Timberline Pedestrian Underpass - Construction completed • Mail Creek Trail west of Timberline – Construction completed The Contract Documents provide for the construction of Bid 9909 Mail Creek Trail. The project is funded through the City of Fort Collins Conservation Trust Funds; no federal funds are associated with this project. The work includes construction of a new ½ mile 5” thick,10' wide colored concrete trail, relocation of 1,052 LF of the New Mercer Ditch, a repurposed pedestrian bridge and trail connection into the Mail Creek/Kechter Crossing Neighborhood and restoration for any areas disturbed during construction. The New Mercher Ditch relocation needs to be completed by April 15, 2024 prior to the ditch opening for the season. This project is broken out into a base bid and an add alternative. The base bid (1,672 LF, west mail creek trail in the drawing set) includes the trail, ditch relocation and pedestrian bridge. This segment runs from Timberline going west to Tilden St. The add alternative (1,200 LF, east mail creek trail in the drawing set) runs east of Tilden to tie into the existing trail west of Spindlebush Ln. within City Right-of-Way along Zephyr Rd. See below map: pink is base bid, yellow is add alternate. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush The City is currently working with the New Mercer Ditch Company on a realignment and crossing agreement and with the Poudre School District and the Kechter Crossing HOA for necessary trail easements. The agreement and easements are near completion and will need to be finalized prior to construction commencing. All approvals are anticipated to be complete in early January 2024. The newly constructed trail must comply with ADA requirements (see next paragraph), any cross slopes identified in the drawings with 2% indicates the maximum allowable cross slope. CONTRACTOR to ensure cross slopes are between 1.5% and 2%. ADA Compliance. In performing the Services required hereunder, the CONTRACTOR agrees to meet all the requirements of the Americans With Disabilities Act of 1990, and all applicable rules and regulations (the 'ADA'), which are imposed directly on the CONTRACTOR or which would be imposed on the City as a public entity. The CONTRACTOR agrees to be responsible for knowing all applicable requirements of the ADA and to defend, indemnify and hold harmless the City, its officials, agents and employees from and against any and all claims, actions, suits or proceedings of any kind brought against said parties as a result of any acts or omissions of the CONTRACTOR or its agents in violation of the ADA. Staging area for construction is to be in the area depicted in the below map and includes access to an existing house that can be used as an office. Additional Project Information: • AutoCAD files will be made available to the selected CONTRACTOR at time of contract execution. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush • Owner will contract with a CONTRACTOR for concrete/subgrade testing. Overall scheduling of testing will be coordinated by the City Project Manager between CONTRACTOR and CONTRACTOR. CONTRACTOR will be required to give a minimum of 24-hour notice to CONTRACTOR for necessary testing. • This project is tax exempt. • Traffic control is to be conducted by a Professional Traffic Control Company. Required traffic control measures can be found here https://www.fcgov.com/traffic/watc . • Any tree removal/pruning must be coordinated with the City Project Manager and with the City of Fort Collins Forestry Department. • Dust control shall abide by the City of Fort Collins “Dust Control and Prevention Manual,” which is available for public download at https://www.fcgov.com/airquality/pdf/dust- prevention-and-control-manual.pdf , and is incorporated herein by this reference. The City of Fort Collins has implemented this manual for all projects performed for the City of Fort Collins or located within the City of Fort Collins city limits. • Project weather days, see Exhibit E – Time Extension for Abnormal Weather Delay Days. • The City will provide Professional Surveying to a reasonable professional standard of the following items: o Centerline of ditch staking at catch points, grade breaks, top and bottom of embankments, and ditch centerline. o Concrete trail staking. o Bridge abutment staking. Lost or damaged stakes will be re-staked at a cost to the CONTRACTOR of $25.00 per stake plus an additional fee of $200.00 if an unplanned visit is necessary to complete the re-stake. This fee will apply unless re-staking has been authorized by the City Project Manager. For more project information, please visit our website at https://www.fcgov.com/parkplanning/mail-creek-trail DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300 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 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush Bidder who is engaged on any other Work which would impair their 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 ENGINEER of all conflicts, errors or discrepancies in the 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 such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 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 OWNER. Interpretation or clarifications considered necessary in response to such 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 OWNER or ENGINEER. 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. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or sixty days after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned. 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 Agreement. 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 such acceptance will not be considered by ENGINEER until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by ENGINEER is set forth in the General Conditions which may be 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 utilize 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 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. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush Subcontractors, suppliers, other persons or organization listed and to whom OWNER or ENGINEER does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 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 bid on 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 such 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. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 13.0 SUBMISSION OF BIDS 13.1. Bids shall be submitted prior to 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 prior to 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 Bid and alternates 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 sixty (60) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid prior to that date. 17.0 AWARD OF CONTRACT 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive, or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. 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 sixty (60) 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 Agreement to the OWNER, it shall be accompanied by the required contract bonds. 19.0 SIGNING OF AGREEMENT When OWNER gives a Notice of Award to the awarded CONTRACTOR it will be accompanied by the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the AGREEMENT and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver the executed AGREEMENT 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 Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing Division or the City Clerk's office. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 BID RESULTS Bid results will be posted at http://www.bidnetdirect.com/colorado/city-of-fort-collins. 24.0 SCHEDULE The anticipated schedule for this project is as follows: Item Dates Bid Issue Date November 17, 2023 Pre-Bid Meeting November 29, 2023 @ 10:00 AM MT Deadline for questions December 11, 2023 @ 3:00 PM MT Final Addendum issued December 13, 2023 Bid Due December 19, 2023 @ 3:00 PM MT Tentative start date January 16, 2024 New Mercer Ditch Work Complete and Ditch Operational April 15, 2024 Project Substantial Completion date June 17, 2024 Project Final Completion date July 01, 2024 END OF SECTION DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00300 BID FORM DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00300 BID FORM PROJECT: 9909 Mail Creek Trail Improvements Timberline to Spindlebush 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 Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written Notice of 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 said 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 submitted bids, Bid Forms, and the awarded contract will be considered public records subject to disclosure under CORA. By responding to #3 #1 Merchants Bonding Company 5% Corp 2311/27 12/19/2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush this Bid, CONTRACTOR hereby waives any and all claims for damages against the City for the City’s good faith compliance with CORA. 9. The undersigned Bidder hereby acknowledges the documents listed below are required elements of the Bid and must be submitted with the Bid. The City may reject any incomplete Bids as non-responsive. Bid Form (this Section 00300) Electronic Bid Bond (Item 3 above and Section 00410) for five (5) percent of the base Bid amount Acknowledgement of Bid Addenda (Item 7 above) Statement of Bidder's Qualifications (Section 00420) Schedule of Subcontractors (Section 00430) Preliminary Construction Schedule, highlighting project milestones. Final construction schedule to be coordinated with City Project Manager and selected CONTRACTOR. 10. BID SCHEDULE (Base Bid) At the City’s option the basis of award is the low responsive and responsible Bidder based on the total price for Base Bid or the total price for the Base Bid plus selected Alternate(s). Below is the bid schedule to complete or please use the Excel Document posted on Bidnet. X x x x x x DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA ITEM NO.ITEM DESCRIPTION UNITS UNIT COST QUANTITIY TOTAL 201-00000 CLEARING AND GRUBBING LS 2,500.00$ 1.00 $2,500.00 202-00010 REMOVAL OF TREE EACH 2,142.00$ 9.00 $19,278.00 202-00200 REMOVAL OF SIDEWALK SY 50.00$ 4.00 $200.00 202-01000 REMOVAL OF FENCE LF 8.22$ 40.00 $328.80 202-04060 DUST ABATEMENT L S 2,500.00$ 1.00 $2,500.00 203-00000 UNCLASSIFIED EXCAVATION CY 9.12$ 4,113.00 $37,510.56 203-00050 UNSUITABLE MATERIAL CY 6.16$ 150.00 $924.00 203-00200 BORROW (DITCH LINER)CY 37.20$ 630.00 $23,436.00 203-01550 DOZING HOUR 180.00$ 20.00 $3,600.00 203-01590 FRONT END LOADER (RUBBER TIRE)HOUR 175.00$ 20.00 $3,500.00 203-01620 SWEEPING HOUR 125.00$ 30.00 $3,750.00 203-01598 POTHOLING (SPECIAL)EACH 594.00$ 5.00 $2,970.00 206-00100 STRUCTURE BACKFILL (CLASS 1)CY 50.89$ 13.00 $661.57 207-00700 TOPSOIL (ONSITE)CY 9.25$ 444.00 $4,107.00 208-00002 EROSION LOG TYPE 1 (12 INCH)LF 4.95$ 1,097.00 $5,430.15 208-00011 EROSION BALES (WEED FREE)EACH 49.50$ 13.00 $643.50 208-00020 SILT FENCE LF 1.93$ 3,516.00 $6,768.30 208-00045 CONCRETE WASHOUT STRUCTURE EACH 2,310.00$ 1.00 $2,310.00 208-00054 STORM DRAIN INLET PROTECTION (TYPE II)EACH 500.00$ 2.00 $1,000.00 208-00070 VEHICLE TRACKING PAD EACH 5,000.00$ 2.00 $10,000.00 208-00207 EROSION CONTROL MANAGEMENT DAY 275.00$ 44.00 $12,100.00 210-00065 RESET MONUMENT (TYPE 3A)EACH 500.00$ 4.00 $2,000.00 210-04000 ADJUST STRUCTURE EACH 750.00$ 2.00 $1,500.00 212-00706 SEEDING (NATIVE) DRILL ACRE 1,200.00$ 0.60 $720.00 213-00003 MULCHING (WEED FREE)ACRE 2,200.00$ 0.60 $1,320.00 304-06007 AGGREGATE BASE COURSE (CLASS 6) CY 51.58$ 40.00 $2,063.20 304-07005 AGGREGATE BASE COURSE (CLASS 7) CY 51.58$ 387.00 $19,961.46 306-01000 RECONDITIONING SY 5.67$ 2,033.00 $11,527.11 502-11274 STEEL PILING (HP 12X74)LF 195.80$ 216.00 $42,292.80 508-00200 IPE DECKING SF 43.13$ 400.00 $17,252.00 509-00000 STRUCTURAL STEEL LB 7.00$ 705.00 $4,935.00 509-00001 STRUCTURAL STEEL (GALVANIZED)LB 50.00$ 102.00 $5,100.00 518-03110 PREFORMED SILICONE JOINT SEALANT LF 50.00$ 24.00 $1,200.00 601-03040 CONCRETE CLASS D (BRIDGE)CY 2,470.39$ 7.00 $17,292.73 602-00000 REINFORCING STEEL LB 25.00$ 430.00 $10,750.00 607-11525 FENCE (PLASTIC)LF 3.30$ 2,620.00 $8,646.00 607-53184 FENCE CHAIN LINK (84 INCH)LF 200.00$ 25.00 $5,000.00 608-00006 CONCRETE SIDEWALK (5 INCH)SY 72.72$ 1,989.00 $144,640.08 608-10010 SIDEWALK DRAIN EACH 1,700.00$ 1.00 $1,700.00 620-00020 SANITARY FACILITY EACH 1,080.00$ 1.00 $1,080.00 626-00000 MOBILIZATION LS 111,365.00$ 1.00 $111,365.00 630-00000 FLAGGING HOUR 48.40$ 280.00 $13,552.00 630-00012 TRAFFIC CONTROL MANAGEMENT DAY 715.00$ 44.00 $31,460.00 630-80360 DRUM CHANNELIZING DEVICE EACH 27.50$ 50.00 $1,375.00 630-80341 CONSTRUCTION TRAFFIC SIGN (PANEL SIZE A)EACH 360.00$ 2.00 $720.00 $600,970.26 201-00000 CLEARING AND GRUBBING LS 2,500.00$ 1.00 $2,500.00 202-00200 REMOVAL OF SIDEWALK SY 12.71$ 1,063.00 $13,510.73 202-04060 DUST ABATEMENT L S 2,000.00$ 1.00 $2,000.00 203-00000 UNCLASSIFIED EXCAVATION CY 9.12$ 137.00 $1,249.44 203-01620 SWEEPING HOUR 150.00$ 10.00 $1,500.00 9909 MAIL CREEK TRAIL IMPROVEMENTS - WEST TRAIL BASE BID 9909 MAIL CREEK TRAIL IMPROVEMENTS ADD ALTERNATE 1 EAST TRAIL TOTAL BASE BID: TOTAL BASE BID IN WORDS: SIX HUNDRED THOUSAND NINE HUNDRED SEVENTY AND TWENTY SIX DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 207-00700 TOPSOIL (ONSITE)CY 9.25$ 79.00 $730.75 208-00020 SILT FENCE LF 1.87$ 1,204.00 $2,251.48 208-00045 CONCRETE WASHOUT STRUCTURE EACH 2,500.00$ 1.00 $2,500.00 208-00054 STORM DRAIN INLET PROTECTION (TYPE II)EACH 275.00$ 1.00 $275.00 208-00207 EROSION CONTROL MANAGEMENT DAY 275.00$ 16.00 $4,400.00 212-00706 SEEDING (NATIVE) DRILL ACRE 2,500.00$ 0.10 $250.00 213-00003 MULCHING (WEED FREE)ACRE 3,000.00$ 0.10 $300.00 304-07005 AGGREGATE BASE COURSE (CLASS 7) CY 51.58$ 168.00 $8,665.44 306-01000 RECONDITIONING SY 5.67$ 1,261.00 $7,149.87 607-11525 FENCE (PLASTIC)LF 3.30$ 2,484.00 $8,197.20 608-00006 CONCRETE SIDEWALK (5 INCH)SY 72.72$ 1,261.00 $91,699.92 620-00020 SANITARY FACILITY EACH 1,080.00$ 1.00 $1,080.00 626-00000 MOBILIZATION LS 20,900.00$ 1.00 $20,900.00 630-00000 FLAGGING HOUR 48.40$ 80.00 $3,872.00 630-00012 TRAFFIC CONTROL MANAGEMENT DAY 715.00$ 16.00 $11,440.00 630-80335 BARRICADE (TYPE 3 M-A) (TEMPORARY)EACH 165.00$ 4.00 $660.00 630-80360 DRUM CHANNELIZING DEVICE EACH 27.50$ 150.00 $4,125.00 630-80341 CONSTRUCTION TRAFFIC SIGN (PANEL SIZE A)EACH 55.00$ 11.00 $605.00 $189,861.83 $790,832.09 *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. TOTAL ALTERNATE 1: TOTAL ALTERNATE 1 IN WORDS:ONE HUNDRED EIGHTY NINE THOUSAND EIGHT HUNDRED SIXTY ONE AND EIGHTY THREE TOTAL BASE BID PLUS ALTERNATE 1: TOTAL BASE BID PLUS ALTERNATE 1 IN WORDS: SEVEN HUNDRED NINETY THOUSAND EIGHT HUNDRED THIRTY TWO AND NINE. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 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 rosed@rcdconstructionco.com 9702762192 1830 1st Ave, Greeley Co 80631 X 97075611509707561150 ryan@rcdconstructionco.compresident Ryan Domson X Ryan Domson 970-756-1150 1830 1st Ave, Greeley CO 80631 1830 1st Ave, Greeley CO 80631 RCD Construction Inc DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Poudre Trail Spur at I-25 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Poudre Trail Spur at I-25 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 Agreement for the construction of Fort Collins Project, 9909 Mail Creek Trail Improvements Timberline to Spindlebush. 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 said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the SURETY for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The SURETY, for value received, hereby stipulates and agrees that the obligations of said SURETY and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said SURETY does hereby waive notice of any such extension. SURETY Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. Merchants National Bonding, Inc RCD Construction, Inc. Five Percent of Bid Amount 5% DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Poudre Trail Spur at I-25 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) RCD Construction, Inc. Hayden, CO 81639 PO Box 322 Ryan Domson, President Merchants National Bonding, Inc PO Box 14498 Des Moines, IA 50306-3498 Darren Coltrinari, Attorney-in-fact DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the “Companies”) do hereby make, constitute and appoint, individually, their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof.” “The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-i n-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this day of , . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. By President STATE OF IOWA COUNTY OF DALLAS ss. On this day of , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. Notary Public (Expiration of notary’s commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of , . Secretary POA 0018 (1/20) Burton J Hamilton; Cynthia L Stringer; Darren Coltrinari; Diane L Kane; James D Hamilton; Kathryne Sweet; Sean Rubalcaba 11th 11th February February 2020 2020 18th December 2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Poudre Trail Spur at I-25 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?NO NO heavy civil earthworks,concrete, and utilities See attached qualification Statement 9 years Colorado 02/08/2014 RCD Construction, Inc. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Poudre Trail Spur at I-25 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.REFERENCES The undersigned Bidder shall provide three (3) completed or under construction project references of similar scope and price from the past three (3) years. It is the City’s preference that the reference projects use the same Project Manager as the no no yes Yampa Valley Bank $670,000.00 See attached resumes. NO DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Poudre Trail Spur at I-25 CONTRACTOR is proposing for this project. It is preferred that references are from three separate owners and shall include a brief project description, owner contact information (name, title, email, and phone number), and total contract value. References may be checked by the City and bids that do not include the required and satisfactory references may be deemed non-responsive. The City reserves the right to request additional project references at its sole discretion. Project 1 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: Project 2 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: Project 3 Name: Brief Description: Contract Value: Client: Contact Name: Title: Phone: Email: See attached qualification statement See attached qualification statement See attached qualification statement DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA X DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Poudre Trail Spur at I-25 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors and their corresponding Work items when performing over 10% of the total bid. WORK ITEM SUBCONTRACTOR DtecErosion control Lawrance ConstructionPiles DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trial RCD Construction Project start date:1/15/2024 Milestone marker:1 January February March 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 1 2 3 4 5 6 7 8 9 10 Milestone description Assigned to Progress Start Days M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S MOBILIZATION 1/15/2024 7 BMPS 1/15/2024 7 CONSTRUCTION FENCE 1/15/2024 7 DEMO-TREE REMOVAL 1/22/2024 7 CLEAR AND GRUB 1/22/2024 7 EARTHWORK 1/29/2024 30 BRIDGE WORK 2/12/2024 30 CONCRETE SIDEWALK 3/8/2024 10 CLEAN UP 3/15/2024 10 PUNCHLIST 3/25/2024 10 Scrolling increment:0 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Water Main Installation and Repair Sewer Main Installation and Repair Mass Excavation / Site Development Flood Mitigation River Restoration Erosion Control Storm Drainage Clearing / Grubbing Excavation Site Grading Underground Dry Utilities Overburden Removal Road Construction Land Reclamation Landfill Reclamation and Cell Construction Snow Plowing Concrete Asphalt Parking / Drives & Much More. 150 N. 2nd St. 1830 1st Ave Hayden, CO 81639 Greeley, CO 80631 (970) 276-2192 (970) 888-3861 (970) 756-1150 (970) 756-1150 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1/ 1 0 / 2 0 2 2 STATEMENT OF QUALIFICATIONS Attachment A 2 RE: MAIL CREEK TRAIL IMPROVEMENTS RCD Construction is a growing company that began on February 8th, 2014. We are committed and faithful to our customers, and work very hard to ensure that their needs are met. We are well known for completing jobs in a timely and accurate manner by implementing unique and skillful strategies to get the job done. We are eager to take part in the upcoming project and feel as though we would be an excellent fit. We have a team that helps implement the best strategies and find ways that work best for both our company and yours. We hope to be considered for this upcoming project. RCD Construction has performed work throughout the entire state of Colorado and currently has the following project(s) in process. • Erie Zone 3 & 4 water pipeline 14,400LF of 24” and 20” waterline with .33 miles of asphalt road removal and replacement. Wendi Palmer <wpalmer@erieco.gov> Value: $5.12M • Larimer County Road 8&21 roundabout Construction of a new roundabout to facilitate new safety features. Mark Voorhes <voorhemr@co.larimer.co.us> Value: $3.2M • Prairie Center Retail 2 Roads, Utilities and Off-site Drainage Shawn Kronebusch <skronebusch@redland.com> Value: $1.1M DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1/ 1 0 / 2 0 2 2 STATEMENT OF QUALIFICATIONS Attachment A 3 Some of our projects completed in the last 5 years include the following: -Gun Club Road - Aurora High Point at DIA Project • .75 miles of new roadway with associated utility and drainage work • 4,000LF of 12” sewer 17’ deep • 4,000LF of 12” & 8” water mains • 19,000SY of lime treatment and paving with 11,000 tons of class 6. Randy Ficklin randy@silverbluffcompanies.com Value: $4.8M -Jackson County Landfill Phase 1A (2022) • Excavate approximately 120,000 CY to develop MSW and C&D Cell • Clay liner • 60 mill HDPE liner 186,000 SF • Develop 18” HDPE Leachate collection system • 10,000CY of Trash relocation • Jackson County Landfill Matt Canterbury (County PM) (970) 723-4660 mcanterbury@jacksoncountyco.gov Value: $1.2M -Prairie Center Village Phase 4 (2021-2022) • 97 House subdivision in Brighton Colorado • 4500,000CY Over Ex. • 100,000CY Overlot grading • 12’x6’x144’ Cast in place box culvert • Two ditch crossings of Brighton lateral ditch. One 30” casing with 12” water and one 24” casing with 6” underdrain. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1/ 1 0 / 2 0 2 2 STATEMENT OF QUALIFICATIONS Attachment A 4 • Approx. 5 miles of underground water, sewer, and storm. Value: $7.5M GKT Development Mike Tamblyn mtamblyn@thekroenkegroup.com -Steamboat Rodeo Grounds (2021) New parking area at Romek Arena Steamboat Springs, Colorado • 110,000SF of asphalt paving • Aggregate production and import • Associated storm water install (2,500 LF) • Concrete curb and sidewalks • Electrical install • Landscaping Value: $1.8Million Emrick Soltis, P.E. Civil Engineer City of Steamboat Springs (970) 871-8271 esoltis@steamboatsprings.net -City of Fort Morgan Rec Center - Sub for GH Phipps Value: $825,000 • Site Concrete install DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1/ 1 0 / 2 0 2 2 STATEMENT OF QUALIFICATIONS Attachment A 5 • Storm sewers install • Water line install • Foundation excavation • Roadway prep GH Phipps Greg Behmer (303) 325-1520 -Prairie Center Phase 2 & 3 (2020) 148 house complete subdivision Brighton Colorado Value: $5.2 Million Work included: • 200,000 CY Over lot grading • 25,000 CY Road and building sub ex. • Approx. 2.5 miles of underground water, sewer, and storm. Blaine Goll- Project Superintendent (720) 416-2826 -Mission Village / Mission Homestead 35 house subdivision with attached 7 building apartment complex and .5 miles of new city roads. Evans, Colorado Combined value of $2.9 Million Work included: • Over lot grading DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1/ 1 0 / 2 0 2 2 STATEMENT OF QUALIFICATIONS Attachment A 6 • Road and building sub ex • Water main • Sewer main • Site concrete -Atlantic Aviation FBO (2019) Value: $2.2 Million New 30 AC site development for a 30 AC aircraft apron • New building • New parking lot • Water main • Sewer main GC: Tectonic Management Owner: Atlantic Aviation Andrew Barone (720) 961-0482 -Crawford State Park Trail Project (2018) Value: $655,000 Owner: Colorado Parks and Wildlife • New 6,000 face SF Redi-Rock retaining wall Gregory Batt, RLA Capital Project Manager greg.batt@state.co.us -Steamboat Lake & Stagecoach Lake Lagoon Liner Rehabilitation Project (2018) DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1/ 1 0 / 2 0 2 2 STATEMENT OF QUALIFICATIONS Attachment A 7 Value: $1.05 Million 5 wastewater lagoon liner replacement and rehabilitation Owner: Colorado Parks and Wildlife Mike Havens Colorado Parks and Wildlife (970) 589-0662 mike.havens@state.co.us -Steamboat Lake Waterline Rehabilitation (2018) Value: $229,000.00 Replace old/outdated waterlines for campgrounds. Owner: Colorado Parks and Wildlife Mike Havens Colorado Parks and Wildlife (970) 589-0662 mike.havens@state.co.us -Stop-N-Go Storage Complex (Steamboat Springs, CO) (2018) Value: $311,000.00 Site development for 7 ac storage complex Owner: Zunie Construction & Development Kim Zunie Owner (614) 402-4961 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1/ 1 0 / 2 0 2 2 STATEMENT OF QUALIFICATIONS Attachment A 8 -Town of Hayden Water Main & Roadway Reconstruction (2018) Value: $701,000.00 Owner: Town of Hayden (Hayden, Colorado) • New water main and roadway reconstruction Frank Case Public Works Superintendent (970) 734-6025 -GHH Ranch (Dunkley Pass) (2017) Value: $388,000.00 Private House Owner: Gates Family GC: HLCC. Steamboat Springs -Staybridge Suites (Littleton, CO) (2016) Value: $672,000.00 New Hotel Owner: Choice Hotel Groups GC: Northridge Construction DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1/ 1 0 / 2 0 2 2 STATEMENT OF QUALIFICATIONS Attachment A 9 Our bonding capacity has been instrumental in the growth of our company. Although we have only been in business for nine years, we have a bonding capacity of $15 million single job, and $30 million aggregate. Showing a capacity of this amount for a young company such as us proves one thing. We do things right. RCD Construction employee numbers have grown with us since the start of the company. The larger the demand for our work, the more employees we have hired. We Currently have a staff of 45 full time qualified individuals, with upwards of 60 in the summer months. RCD Construction has never been terminated, late, or in default from any project, nor have we ever received any permit violations. Thank you for your consideration, RCD Construction, Inc. Ryan Domson DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Brandon Collette 738 37th Ave Ct #3, Greeley, CO 80634 (404) 519-5352 brandonc@rcdconstructionco.com Objective To oversee and insure the detailed completion of all projects in a timely, organized and efficient manner. Safety and attention to detail are my main concerns. I am driven by a strong desire to see the physical fruition of construction concepts and systems. Skills & Abilities I have taken various roles in projects ranging from the residential, commercial, institutional, to civil sectors of the industry. This has given me first-hand knowledge and experience of the real- world applications and implementation of systems in numerous fields. Certifications: Structural, Estimating, Construction Management, Lvl 1 Concrete Testing, OSHA 30 Languages: English, Spanish, German Army National Guard Experience 08/2023 - Estimator / Senior Project Manager, RCD Construction, Inc. Present Generate project take-offs, Bid projects, ensure the completion of projects according to blueprints in a safe and efficient manner while staying in budget. Project History: Larimer County Road 8&21 roundabout, Berthoud, CO 2022 - Project Engineer / Estimator, Mark Young Construction, Longmont, CO 2023 Project procurement, Scheduling, Estimates, Budgets, Bids, Contracts 2020 - Adjunct Professor, Aims Community College, Greeley, CO 2022 Instructor for Soil Mechanics as well as Construction Materials & Systems 2019 - Project Engineer, Moltz Construction, Windsor, CO 2021 Manage & coordinate projects complying with specs, budget, schedule and standards 2018 - C.M.T., Rocky Mountain Group, Evans, CO 2019 Perform inspection of structural, civil and geotechnical aspects of construction for compliance with codes and laws. 2018 - Forensic Tech, Wiss, Janney, Elstner and Assoc Inc, Lakewood, CO 2018 Perform testing on commercial building systems. Acquisition, analysis, and utilization of specifications and physical data. Designing & engineering functional solutions. 2015 - Craftsman, O’Keefe Built, Longmont, CO 2017 Lead carpenter. Engineered stairs, landings and handrails. Education 2017 - Aims Community College, Greeley, CO 2018 Associate of Applied Science – Building / Construction Site Management DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Dan Gottschall 1513 31st Ave, Greeley, CO 80634 (970) 457-7810 dang@rcdconstructionco.com Objective To work in a challenging position with an organization that provides ample opportunities to learn, contribute, and grow. Complete projects on time and under budget. Skills & Abilities Proficient in site preparation and the operation of various construction and excavation machinery. Skilled in civil construction including safety assessment and maintenance. Experience 04/2018 - Superintendent, RCD Construction, Inc. Present Oversee and coordinate projects according to blueprints, communicate between management and foremen to ensure the completion of projects in a safe and efficient manner, maintain crew production, and upkeep on heavy equipment. Project History: Erie Zone 3 & 4 water pipeline, Erie, CO Gun Club Road – Aurora High Point at DIA, Aurora, CO Jackson County Landfill Phase 1A, Walden, CO Prairie Center Village Subdivision Phase 4, Brighton, CO Fort Morgan Fieldhouse Project, Fort Morgan, CO Steamboat Rodeo Grounds, Steamboat, CO Saratoga Landfill Project, Saratoga, WY Howelsen Hill Ice Arena Project, Steamboat Springs, CO 01/2015 - Equipment Operator, Anson Excavating & Pipe, Craig, CO 03/2018 Ran track hoe, loader, dozer, haul trucks and labor. 06/2010 - Equipment Operator / Lead Man, Ames Construction, Aurora, CO 01/2015 Ran dozer, blade, haul truck, excavator, water truck, skid steer, loaders, tremble GPS, and lead man on haul truck crew. Education 1998 – 2002 Moffat County High School, Craig, CO DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Garrett Shaffer 3324 Sheridan Ave, Loveland, CO 80538 (970) 597-9962 garretts@rcdconstructionco.com Objective Provide the customers with top notch projects on time, within budget, while ensuring employees are safe and healthy. Skills & Abilities - Leading construction crews to completion of projects safely and efficiently. - 8+ Years experience operating motor graders, track hoes, backhoes, various loaders, scrapers, dozers, telehandlers, compactors and water trucks. - Comfortable and adept with GPS surface modeling, i.e., machine control and site layout - Meticulous with detail - Capable of delegating tasks to manage workloads - Proficient with equipment repairs and maintenance Experience 08/2023 - Superintendent, RCD Construction, Inc. Present Oversee and coordinate projects according to blueprints, communicate between management and foremen to ensure the completion of projects in a safe and efficient manner, maintain crew production, and upkeep on heavy equipment. Project History: Larimer County Road 8&21 roundabout, Berthoud, CO 02/2023 - Foreman / Equipment Operator, TCE Construction 07/2023 Responsible for carrying out talks related to all groundwork (excavation, installing utilities, mainline tie-ins, grading, etc) for commercial and residential projects. Broad understanding of the importance of a safe and clean work environment. 05/2015 - Forman / Lead Equipment Operator, Mountain Constructors Inc. 01/2023 In control of executing various projects from downtown cities to bridges and water diversion while maintaining deadlines, budgets and work quality to county and/or state regulations. Reading and interpreting construction documents and plans. 01/2011 - Hired Hand, Eric Shaffer and Sons Handled farm operations including care of livestock and preparing fields for crops year-round. Responsible for operating various types of farm equipment, welding, maintaining equipment and farming implements with repairs and other required upkeep. Education 2011 – 2015 Arickaree High School, Anton, CO DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Jeff Herrington 5801 Carmon Drive, Windsor, CO 80550 (760) 792-3589 jeffh@rcdconstructionco.com Objective Provide the customers with their completed projects on time, within budget, while ensuring employee safety. Skills & Abilities - Managing construction crews to completion of projects safely and efficiently while staying within budget. Experience 04/2023 - General Manager, RCD Construction, Inc. Present Give support to the management team, ensure profitability, ensure production goals are met, ensure workloads are maintained, ensure compliance of safety & building regulations, ensure the completion of projects in a safe & efficient manner, equipment allocation, and contracts. 2018 Equipment and Logistics Operations Manager, Simon Construction One of 7 managers reporting to GM. P&L oversight of trucking shop, plus managed equipment coordination and maintenance. 2016 - Aggregate Manager, Willits Company Inc. then purchased by Simon Construction 2017 Supervised operation of granite quarry and gravel pits with P&L responsibility. Worked with Willits Company in this capacity continuing on as Aggregate Manager when the company sold to Simon Construction. 2014 - Daily Operations Manager, Gibson and Schaeffer Inc. 2015 Managed day to day operations following the purchase of Gibson and Schaeffer Inc. Ensured smooth transition with local agencies, customers, vendors and employees. 2007 - Regional Manager, James E. Simon Co. purchased by Superior Ready Mix 2014 Managed multiple business locations including ready mix production, aggregate production, shops and maintenance crews, construction crews (concrete work, grading, irrigation canal construction, water/sewer, electrical installation, concrete and road work) concrete pipe production and a construction supply store. 1982 - Construction General Manager / Vice President, James E. Simon Co. Inc. 2006 Project Manager, Then moved to California as General Manager / Vice President and set up a new company branch which grew to include aggregate, ready mix, asphalt and construction divisions. Our construction crews did water, sewer, electrical, storm drains, concrete work and grading. Education Bachelors Degree, Construction Management, University of Nebraska, Lincoln, NE 1971 – 1975 Westside Highschool, Omaha, NE DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Ryan Domson – President 1830 1st Ave, Greeley, CO 80631 (970) 756-1150 ryan@rcdconstructionco.com Objective Deliver projects to the customers on time and under budget in a safe working environment. Experience 02/2014 - Owner, RCD Construction, Inc. Present Oversee all aspects of running a business, ongoing development of company vision and implementation, lead company executives, manage profitability, ensure successful customer projects, procure projects, run equipment, manage accounting, repair equipment, drive CDL vehicles. Project History: Erie Zone 3 & 4 water pipeline, Erie, CO $5.12M Larimer County Road 8&21 roundabout, Berthoud, CO $3.2M Gun Club Road – Aurora High Point at DIA, Aurora, CO $4.8M Jackson County Landfill Phase 1A, Walden, CO $1.2M Prairie Center Village Subdivision Phase 4, Brighton, CO $7.5M Prairie Center Village Subdivision Phase 2 & 3, Brighton, CO $5.2M Fort Morgan Fieldhouse Project, Fort Morgan, CO $800,000 Steamboat Rodeo Grounds, Steamboat, CO $1.8M City of Fort Morgan Rec Center, Fort Morgan, CO $825,000 Atlantic Aviation FBO and Tarmac, Steamboat, CO $2.2M Town of Hayden waterline and road reconstruction, Hayden, CO $2.1M Staybridge Suites, Littleton, CO $1.4M Mission Village apartment complex and roadway improvement, Evans, CO $3.3M Stop and Go Storage, Steamboat, CO $500,000 Jacob Circle Storage, Steamboat, CO $900,000 Gate family ranch, Oak Creek, CO $750,000 Castle Rock Town Hall expansion, Castle Rock, CO $1.1M Steamboat Lake water distribution system, Clark, CO $400,000 Steamboat Lake lagoon liner replacement and grading, Clark, CO $1.2M Crawford State Park trail and 10,000 SFF redi rock wall, Crawford, CO $800,000 Mission Homesteads development, Greeley, CO $1.4M Mountain Valley Bank, Steamboat, CO $700,000 10/01/2014 - Domson Excavating and Trucking 01/01/2014 Run heavy equipment installing utility lines, grading, mining gravel, driving CDL trucks. 04/01/2011 - Domson Corp. Wheatland WY 09/01/2013 Heavy equipment operator for Wheatland WY raw water detention ponds. (2) 2 -million-gallon raw water ponds for irrigation and assorted 6”-24” raw water lines. Approx. $4M DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00510 NOTICE OF AWARD DATE: January 2, 2024 TO: RCD Construction Inc PROJECT: 9909 Mail Creek Trail Improvements Timberline to Spindlebush OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") CONTRACTOR is hereby notified that your Bid dated December 19, 2023 for the above project has been considered. CONTRACTOR is the apparent successful Bidder and has been awarded an Agreement for 9909 Mail Creek Trail Improvements Timberline to Spindlebush. The Price of the Agreement is seven hundred ninety thousand, eight hundred thirty-two dollars and nine cents ($790,832.09). One (1) copy of all Contract Documents accompany this Notice of Award. Additional copies of the drawings may be requested from the Project Manager. CONTRACTOR must comply with the following conditions within fifteen (15) days of the date of this Notice of Award, that is by January 18, 2024. 1.CONTRACTOR must deliver to the OWNER a fully executed Agreement complete with authorized signature on the signature page. 2.CONTRACTOR must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. City of Fort Collins OWNER By: Gerry Paul Purchasing Director DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 2nd day of January in the year of 2024 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and RCD Construction Inc (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 the 9909 Mail Creek Trail Improvements Timberline to Spindlebush. ARTICLE 2. CHANGE ORDERS The City, may, at any time during the term and without invalidating the Agreement, make changes to the particular services. Such changes shall be agreed upon in writing by the parties by Change Order, a sample of which is attached hereto as 00950, consisting of one (1) page and incorporated herein by this reference. ARTICLE 3. ENGINEER The Project has been designed by Horrocks Engineers. However all references in the Contract Documents to the ENGINEER shall be the City’s Project Manager 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. All construction work necessary for the New Mercer Ditch to commence irrigation operation without disturbance to flows shall be completed prior to April 15, 2024 unless written consent by the City for an extension is granted. The CONTRACTOR shall schedule their work accordingly and shall be completed continuously upon construction commencing. In the event the CONTRACTOR does not complete the work at New Mercer Ditch by April 15, 2024, the CONTRACTOR shall work with the City and the New Mercer Ditch Company, with permission in writing, to accommodate irrigation water during construction. Such accommodation shall be at the sole expense of the CONTRACTOR. To the extent permitted by law, the CONTRACTOR expressly agrees that it shall be liable to the New Mercer Ditch Company and its shareholders for damages for any unauthorized use or disturbance of the flow of water through the ditch caused by the CONTRACTOR, without the New Mercer Ditch Company’s prior written authorization. 4.2. The Work shall be Substantially Completed by the CONTRACTOR, as evidenced by the issuance of the Certificate of Substantial Completion, by June 17, 2024. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 4.3. The Work must be completed by the CONTRACTOR and ready for Final Payment and Acceptance in accordance with Article 14 of the General Conditions by July 1, 2024. 4.4. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraphs 4.1., 4.2. and 4.3. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated Damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1)All construction work necessary for the New Mercer Ditch to commence irrigation operation without disturbance to flows shall be completed prior to April 15, 2024 unless written consent by the City for an extension is granted. The CONTRACTOR shall schedule their work accordingly and shall be completed continuously upon construction commencing. In the event CONTRACTOR does not complete the work at New Mercer Ditch by April 15, 2024, the CONTRACTOR shall work with the City and the New Mercer Ditch Company, with permission in writing, to accommodate irrigation water during construction. Such accommodation shall be at the sole expense of the CONTRACTOR. To the extent permitted by law, the CONTRACTOR expressly agrees that it shall be liable to the New Mercer Ditch Company and its shareholders for damages for any unauthorized use or disturbance of the flow of water through the ditch caused by the CONTRACTOR, without the New Mercer Ditch Company’s prior written permission. 2)Substantial Completion. One Thousand, Five Hundred Dollars and Zero Cents ($1,500.00) for each calendar day or fraction thereof after the Substantial Completion date of June 17, 2024 until the work is Substantially Complete. 2)Final Payment and Acceptance: After Substantial Completion, One Thousand, Five Hundred Dollars and Zero Cents ($1,500.00) for each calendar day or fraction thereof after July 1, 2024 until the Work is ready for Final Payment and Acceptance. ARTICLE 5. CONTRACT PRICE 5.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents as follows: seven hundred ninety thousand, eight hundred thirty-two dollars and nine cents ($790,832.09) in accordance with Section 00300, attached and incorporated herein by this reference. 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. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 6.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be 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 Bid Form, Section 0300. In the event a service is requested that is not stated in the Bid Form, the CONTRACTOR and the City will negotiate an appropriate unit price for the service prior to the CONTRACTOR initiating such work. The City pays invoices on Net 30 terms. 6.1.2. Prior to Substantial Completion, OWNER will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as 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 prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in Article 14.2 of the General Conditions) may be included in the Application for Payment 00960. 6.1.3. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as 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 PAYMENT AND ACCEPTANCE. Upon Final Payment and Acceptance 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 as provided in said Article 14.13. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush ARTICLE 7. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 7.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, local conditions, and all applicable Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 7.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 7.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, studies, and subsurface or physical conditions, identified in the Supplementary Conditions, at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of Article 4.3 of the General Conditions. 7.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 7.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 8. CONTRACT DOCUMENTS 8.1. The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions and Supplementary Conditions. Contract Documents are further DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 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 Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 8.2.1. Section 00300 Bid Form 8.2.2. Section 00420 Statements of Bidders Qualifications 8.2.3. Section 00430 Schedule of Subcontractors 8.2.4. Section 00510 Notice of Award 8.2.5. Section 00520 Agreement 8.2.6. Section 00530 Notice to Proceed 8.2.7. Section 00610 Performance Bond 8.2.8. Section 00615 Payment Bond 8.2.9. Section 00630 Certificate of Insurance 8.2.10. Section 00635 Certificate of Substantial Completion 8.2.11. Section 00640 Certificate of Final Acceptance 8.2.12. Section 00650 Lien Waiver Releases 8.2.13. Section 00660 Consent of SURETY 8.2.14. Section 00700 General Conditions 8.2.15. Section 00800 Supplementary Conditions 8.2.16. Section 00960 Application for Payment 8.3. Specifications, Reports & Drawings, consisting of the following exhibits: EXHIBIT A – FINAL PLANS, STAMPED SEPTEMBER 29, 2023 EXHIBIT B – MAIL CREEK TRAIL IMPROVEMENTS SPECIAL PROVISIONS, STAMPED NOVEMBER 15, 2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush EXHIBIT C – CTL THOMPSON GEOTECHNICAL TECHNICAL INVESTIGATION DATED JULY 24, 2023 (33 PAGES) EXHIBIT D – HORROCKS EROSION CONTROL REPORT DATED SEPTEMBER 13, 2023 (40 PAGES) EXHIBIT E – TIME EXTENSIONS FOR ABNORMAL WEATHER DELAY DAYS (1 PAGE) EXHIBIT F – ADDENDA 1 THRU 3 9.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 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 such 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 such 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 Agreement and in the Contract Documents. 9.4 To the extent this Agreement 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 Agreement in any fiscal year for which no such supporting appropriation has been made. 9.5 The laws of the State of Colorado shall govern the construction, interpretation, execution, and enforcement of this Agreement. The Parties further agree that Larimer County District Court is the proper venue for all disputes. If the OWNER subsequently agrees in writing that the matter may be heard in federal court, venue will be in Denver District Court. 9.6 All notices provided under this Agreement shall be effective immediately when emailed or three business days from the date of the notice when mailed to the following addresses: DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush Contractor: City: Copy to: RCD Construction Inc Attn: Ryan Domson 1830 1st Ave. Greeley, CO 80631 ryanrcdconstructionco.c om City of Fort Collins Attn: Greg Oakes PO Box 580 Fort Collins, CO 80522 goakes@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: RCD CONSTRUCTION INC By: PRINTED By: Gerry Paul, Purchasing Director Title: Date: Date: Attest: (CORPORATE SEAL) Attest: Approved as to Form: DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Ryan Domson 1/18/2024 President Assistant City Attorney 1/22/2024 Chief Deputy City Clerk Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00530 NOTICE TO PROCEED 9909 Mail Creek Trail Improvements Timberline to Spindlebush Description of Work: The Contract Documents provide for the construction of Bid 9909 Mail Creek Trail. The project is funded through the City of Fort Collins Conservation Trust Funds; no federal funds are associated with this project. The work includes construction of a new ½ mile 5” thick,10' wide colored concrete trail, relocation of 1,052 LF of the New Mercer Ditch, a repurposed pedestrian bridge and trail connection into the Mail Creek/Kechter Crossing Neighborhood and restoration for any areas disturbed during construction. The New Mercher Ditch relocation needs to be completed by April 15, 2024 prior to the ditch opening for the season. To: RCD Construction Inc 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 date for New Mercer Ditch Work Completion is April 15, 2024 with Substantial Completion and Final Acceptance dates of June 17, 2024and July 1, 2024, respectively. Dated this day of , 20 . City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20__. CONTRACTOR: RCD Construction Inc By: Title: DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of SURETY 00670 Application for Exemption Certificate DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 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 seven hundred ninety thousand, eight hundred thirty-two dollars and nine cents ($790,832.09) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the PRINCIPAL entered into a certain Agreement with the OWNER, dated the 2nd day of January in the year of 2024, a copy of which is hereto attached and made a part hereof for the performance of the City of Fort Collins Project, 9909 Mail Creek Trail Improvements Timberline to Spindlebush. NOW, THEREFORE, if the PRINCIPAL shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without 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 such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the SURETY Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 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 prior to date of Agreement. 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 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 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 seven hundred ninety thousand, eight hundred thirty-two dollars and nine cents ($790,832.09) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the PRINCIPAL entered into a certain Agreement with the OWNER, dated the 2nd day of January in the year of 2024, a copy of which is hereto attached and made a part hereof for the performance of the City of Fort Collins Project, 9909 Mail Creek Trail Improvements Timberline to Spindlebush. NOW, THEREFORE, if the PRINCIPAL shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including 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 such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said SURETY, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the SURETY Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 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 prior to date of Agreement. 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 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00630 CERTIFICATE OF INSURANCE The CONTRACTOR will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the CONTRACTOR shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies. In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the CONTRACTOR, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the CONTRACTOR under this Agreement. Insurance certificates should show the certificate holder as follows: City of Fort Collins Purchasing Division PO Box 580 Fort Collins, CO 80522 The City, its officers, agents and employees shall be named as additional insureds on the CONTRACTORCONTRACTOR's general liability and automobile liability insurance policies by marking the appropriate box or adding a statement to this effect on the certificate, for any claims arising out of work performed under this Agreement. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The CONTRACTOR shall maintain during the life of this Agreement for all of the CONTRACTOR’s employees engaged in work performed under this agreement. Workers' Compensation & Employer’s Liability insurance shall conform with statutory limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee, or as required by Colorado law. B. General Liability. The CONTRACTOR shall maintain during the life of this Agreement such General Liability as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for General Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. C. Automobile Liability. The CONTRACTOR shall maintain during the life of this Agreement such Automobile Liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for Automobile Liability, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. D. 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 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. E. Primary Coverage. For any claims related to the Agreement, CONTRACTOR’s insurance shall be primary coverage, and any insurance or self-insurance maintained by the City, 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 City a waiver of any right of subrogation which any insurer of CONTRACTOR may acquire against the City 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 City 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 Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 9909 Mail Creek Trail Improvements Timberline to Spindlebush June 17, 2024 PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: RCD Construction Inc CONTRACT DATE: January 2, 2024 The Work performed under this AGREEMENT 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) 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 July 1, 2024. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush 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 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE AND COMPLETION Month, day , 20 TO: RCD Construction Inc You are hereby notified that on the day of , 20__, the City of Fort Collins, Colorado, has accepted the Work completed by RCD Construction Inc for the City of Fort Collins Project, 9909 Mail Creek Trail Improvements Timberline to Spindlebush. 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. Your continuing obligations and guarantees for the Project will be as provided in the Contract Documents. OWNER: City of Fort Collins By: Title: DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: RCD Construction Inc (CONTRACTOR) PROJECT: 9909 Mail Creek Trail Improvements Timberline to Spindlebush 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the SURETY on the project against and from any claim hereinafter made by the CONTRACTOR'S subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the 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. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush Signed this date , day of month , 20 . CONTRACTOR: RCD CONSTRUCTION INC By: Title: ATTEST: Secretary STATE OF ) )ss. COUNTY OF ) Subscribed and sworn to before me this date day of month 20 , by printed name of notary . Witness my hand and official seal. Signed and sworn to [or affirmed] before me on _______________________, 20____ by __________________________________ (name(s) of individual(s) making statement). ____________________________________ (Notary’s official signature) ____________________________________ (Title of office) ____________________________________ (Commission Expiration) DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: RCD Construction Inc PROJECT: 9909 Mail Creek Trail Improvements Timberline to Spindlebush CONTRACT DATE: January 2, 2024 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for . (SURETY) on bond numbers 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 said SURETY's Bonds. IN WITNESS WHEREOF, the SURETY has hereunto set its hand this date day of month , 20 . (SURETY) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. State of County of ____________________ This record was acknowledged before me on _________________________, 20 _____ by _________________________ as (type of authority, such as officer or trustee) of (name of party/entity on behalf of whom record was executed). (name of officer or agent, title of officer or agent) of (name of corporation acknowledging) a (state or place of incorporation) corporation, on behalf of the corporation. ____________________________________ (Notary’s official signature) ____________________________________ (Title of office) ____________________________________ (Commission Expiration) DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA SECTION 00700 GENERAL CONDITIONS DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA SECTION 00800 SUPPLEMENTARY CONDITIONS DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-1.46 Work Order A. Add the following new paragraph immediately after paragraph 1.43 of the General Conditions: 1.43 Work Order - A Contract Document once executed by OWNER and CONTRACTOR, that provides for the construction of all or a portion of the Work, pursuant to the Agreement and Contract Documents. SC-2.8 Preliminary Matters A. Delete paragraph 2.8 of the General Conditions entirely and replace it with the following paragraph: Preconstruction Conference. Within ten days after the Contract Times for a Work Order start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working relationship among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. Unless otherwise agreed by the parties, the CONTRACTOR shall be responsible for documenting the meeting minutes which shall be subject to the OWNER’S approval. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: EXHIBIT C – CTL THOMPSON GEOTECHNICAL TECHNICAL INVESTIGATION DATED JULY 24, 2023 (33 PAGES) CONTRACTOR may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. SC-5.4.7 Additional Insureds. Include the following parties or entities as additional insureds, as provided in paragraph 5.4.7 of the General Conditions: DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 5.4.7.1 City of Fort Collins, PO Box 580, Fort Collins, Colorado 80522 5.4.7.2 N/A 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 Agreement. 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 Agreement. SC-8.0 Owner’s Responsibilities A. 8.1 Change reference to ENGINEER to PROJECT MANAGER B. Add the following language to ARTICLE 8: 8.10. The OWNER will provide a project manager (the Project Manager). The CONTRACTOR shall direct all questions concerning Contract interpretation, Change Orders, and other requests for clarification or instruction to the Project Manager. 8.10.1 Authority: The Project Manager will be the OWNER's representative during the construction of the project. The Project Manager shall have the authority to reject work and materials whenever such rejection may be necessary to ensure the proper performance of the Work in accordance with the Contract Documents. 8.10.2 Duties and Responsibilities: The Project Manager will make periodic visits to the project site to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. The Project Manager shall not be required to make comprehensive or continuous inspections to check the progress or quality of the Work. The Project Manager shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions or programs in connection with the Work, or for any failure of the CONTRACTOR to comply with laws and regulation applicable to the performance or furnishing of the Work. Visits and observations made by the Project Manager shall not relieve the CONTRACTOR of his obligation to conduct comprehensive inspections of the Work, to furnish materials and perform acceptable Work, and to provide adequate safety precautions in conformance with the Contract Documents. The Project Manager shall at all times have access to the Work. The CONTRACTOR shall provide facilities for such access so the Project Manager may perform his or her functions under the Contract Documents. 8.10.3 One or more Construction Inspector(s) (CI) may be assigned to assist the Project Manager in providing observation of the Work, to determine whether or not the Work is proceeding according to the construction documents. CONTRACTOR will receive DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA written notification from the OWNER of any CI assignments. The CI shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The CI will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The CI's dealings in matters pertaining to the on-site work will be to keep the Project Manager properly apprised about such matters. 8.10.4 Communications: All instructions, approvals, and decisions of the Project Manager shall be in writing. The CONTRACTOR may not rely on instructions, approvals, or decisions of the Project Manager until the same are reduced to writing. SC-11.6.2 Change of Contract Price A. Add the following new paragraph to paragraph 11.6.2 of the General Conditions: 11.6.2.7. Cost of the Work. Allowances for profit, overhead and mark-up prescribed by Article 5 of the Agreement shall be used in lieu of any CONTRACTOR'S fee, overhead, profit or mark-up allowances as prescribed in paragraphs 11.6.2.1, 11.6.2.2, and 11.6.2.3. SC-12.3. Add the following language to the end of paragraph 12.3 of the General Conditions. Lost days due to abnormal weather conditions will be allocated as required. Should there be a day with abnormal weather conditions, CONTRACTOR and the City Project Manager will consult, before start of Work, and determine whether Work should begin or not, documenting the decision in writing. In the event the parties mutually agree to suspend Work due to weather, the Project Schedule may be extended on a day for day basis equivalent to the period of time the Work was suspended for weather. SC-13.12 Correction Period: 13.12.1 If within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, and Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER’s written instructions . . . SC-Confidentiality IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to this Agreement (the “Agreement”), 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 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA collectively, regardless of nature, referred to as “information”) that are the property of and/or relate to the City or its employees, customers or suppliers, which access is related to the performance of services that the CONTRACTOR has agreed to perform, the CONTRACTOR hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of services for the 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 such information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the CONTRACTOR understands that it shall have no obligation under this Agreement with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the request for such disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the CONTRACTOR shall furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and shall promptly advise the City in writing of each such disclosure. In the event that the CONTRACTOR ceases to perform services 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 such breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CONFIDENTIALITY IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to this Agreement (the “Agreement”), 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 services that the CONTRACTOR has agreed to perform, the CONTRACTOR hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of services for the 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 such information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the CONTRACTOR understands that it shall have no obligation under this Agreement with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the request for such disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the CONTRACTOR shall furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and shall promptly advise the City in writing of each such disclosure. In the event that the CONTRACTOR ceases to perform services 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 such breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA SECTION 00900 CHANGE ORDERS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 9909 Mail Creek Trail Improvements Timberline to Spindlebush CONTRACTOR: RCD Construction Inc PO NUMBER: DESCRIPTION: 1. Reason for Change: Why is the change required? 2. Description of Change: Provide details of the changes to the Work 3. Change in Price: 4. Change in Time: ORIGINAL PRICE $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGINAL WORK ORDER % ADJUSTED COST $ .00 SERVICE PROVIDER: Date: Ryan Domson, President ACCEPTANCE: Date: Greg Oakes, Project Manager REVIEWED: Date: Adam Hill, Senior Buyer ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract NUMBER DATE AMOUNT The present status of the account for this Contract is as follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. 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. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 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: DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 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. 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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 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 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 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS TITLE SHEET SPF SEAN.FAHEY 1 1" = 1,000'N/A 0' 500' 1000' HORIZ. SCALE: 1"=1000' MAIL CREEK TRAIL IMPROVEMENTS TIMBERLINE TO SPINDLEBUSH FORT COLLINS, CO H O R R O C K S E N G I N E E R SN C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E N L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 1 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-GENL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X PROJECT LIMITS SHEET INDEX SHEET NUMBER SHEET TITLE 1 TITLE SHEET 2 - 8 GENERAL 9 - 11 TYPICAL SECTIONS 12 - 14 GEOMETRIC CONTROL 15 REMOVAL KEY MAP 16 - 22 REMOVAL PLANS 23 - 24 PLAN & PROFILE KEY MAPS 25 - 35 PLAN AND PROFILE 36 ROADWAY DETAILS 37 - 39 SWMP NOTES 40 EROSION CONTROL KEY MAP 41 - 64 EROSION CONTROL PLANS 65 - 69 STRUCTURE PLANS 70 - 71 PHASING PLANS 72 - 98 CROSS SECTIONS 99 - 102 TREE MITIGATION PLANS PROJECT CONTACTS ADD ALT LIMITS 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER “DRY” UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 7. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1- 800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 10. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 12. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 15. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 19. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 21. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE CONTRACTOR MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT- OF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE CONTRACTOR MAY USE THE LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT. 24. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 25. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 26. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS. 27. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILDFIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL. 28. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 30. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 31. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS GENERAL GENERAL NOTES SPF SEAN.FAHEY 2 1" = 1,000'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E N L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 1 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-GENL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA GENERAL NOTES (CONTINUED) 32. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET OPERATIONS. IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 33. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 34. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 35. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 36. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 37. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 39. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: i.BASIS OF BEARINGS: CONSIDERING THE NORTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, T7N, R69W OF THE 6TH P.M. TO BEAR N89°14'43"W, SAID LINE BEING MONUMENTED ON ITS EAST END BY A 3-1/4" ALUMINUM CAP STAMPED LS 17497, AND ON ITS WEST END BY A 2-1/2" ALUMINUM CAP STAMPED LS 14823, BASED UPON GPS OBSERVATIONS AND THE CITY OF FORT COLLINS COORDINATE SYSTEM, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. 41. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 42. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 43. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 44. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 45. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. CONSTRUCTION NOTES STREET IMPROVEMENTS NOTES 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. 3. UNLESS OTHERWISE SHOWN ON THE PLANS, WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT COLLINS. 4. FOR REMOVALS, ALL SAWCUTTING IS INCIDENTAL TO THE WORK. 5. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER. 6. FT. COLLINS ONLY. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 7. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 8. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN. 9. THE CONTRACTOR IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN ¼ INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. 10. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. “PROOF ROLL” VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE “PROOF ROLL.” ALL “PROOF ROLLS” SHALL BE PREFORMED IN THE PRESENCE OF AN INSPECTOR TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE ONE COAT AT 22-24 MILES COLORADO SPEC. HIGH BUILD LATEX PAINT WITH COLORADO SPEC. BEADS. 5. ALL LANE LINES SHALL BE HIGH BUILD LATEX PAINT. 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE CONTRACTOR SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8. LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10. ALL SIGNPOSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12. THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE CITY OF FORT COLLINS TRAFFIC ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15. SLEEVES FOR SIGNPOSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR DELINEATORS IN THE CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS OR CALL THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. 17. NO “RESET” ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. 18. ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WITH THE LCUASS CRITERIA. STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS GENERAL GENERAL NOTES (2) SPF SEAN.FAHEY 3 1" = 1,000'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E N L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 1 5 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-GENL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CONSTRUCTION NOTES (CONTINUED) TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES (CONTINUED) 19. ALL SIGNING AND STRIPING SHALL BE TO CITY OF FORT COLLINS SPECIFICATIONS. TREE PROTECTION NOTES 1. ALL EMPLOYEES WHO WILL BE WORKING ON THIS PROJECT WILL BE REQUIRED TO ATTEND A TRAINING/AWARENESS SESSION PRESENTED BY THE FORESTRY DIVISION STAFF ON TREE PROTECTION. ATTENDING THIS TRAINING MUST OCCUR PRIOR TO ANY EMPLOYEE ACTUALLY WORKING ON THE PROJECT. 2. ALL EXISTING TREES SHALL BE INVENTORIED IN THE POTENTIAL CONSTRUCTION IMPACT ZONE AND SHALL BE NUMBERED AND IDENTIFIED BY SPECIES, SIZE, CONDITION, INTENT TO SAVE OR REMOVE AND/OR TRANSPLANT. ALL TREE PRUNING AND PROTECTION SHALL ADHERE TO THE REQUIREMENTS FOUND IN THE CITY OF FORT COLLINS TREE MANAGEMENT STANDARDS AND BEST MANAGEMENT PRACTICES MANUAL WHICH WAS APPROVED BY THE CITY MANAGER MARCH 31, 2010. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED OR DAMAGED IN ANYWAY. 3. THE CRITICAL ROOT ZONE OF EACH EXISTING TREE SHALL BE DEFINED AND PROTECTED TO THE MAXIMUM EXTENT FEASIBLE WITH NO DISTURBANCE. THE CRITICAL ROOT ZONE IS CALCULATED AS A RADIUS FROM THE MAIN TRUNK OF ONE FOOT PER DIAMETER INCH (EX. 30” TREE: 30' CRITICAL ROOT ZONE RADIUS). ABSOLUTELY NO DISTURBANCE (CUT, EXCAVATION, FILL) OR COMPACTION SHALL OCCUR IN THE INTERIOR CRITICAL ROOT ZONE, WHICH IS DEFINED AS HALF A FOOT PER DIAMETER INCH. NO DISTURBANCE (CUT, EXCAVATION, FILL) OR COMPACTION SHALL OCCUR IN THE OUTER CRITICAL ROOT ZONE, WHICH IS DEFINED AS THE PART OF THE RADIUS THAT EXTENDS FROM THE INTERIOR CRITICAL ROOT ZONE. THE FORESTRY DIVISION MAY APPROVE MINIMAL DISTURBANCE IN THE OUTER CRITICAL ROOT ZONE ONLY WHEN IT IS DETERMINED THAT SUCH DISTURBANCE WILL NOT IMPACT THE HEALTH OR SURVIVAL OF THE TREE. CITE BERKLEY* 4. ANY APPROVED DISTURBANCE (CUT, EXCAVATION, OR FILL) IN THE OUTER CRITICAL ROOT ZONE BY THE CITY FORESTRY DIVISION MUST BE ACCOMPLISHED USING METHODS APPROVED BY FORESTRY. THIS MAY INCLUDE THE REQUIRED USE OF HAND TOOLS, AIR SPADE, OR HYDRO-EXCAVATION WHEN NECESSARY. 6. ALL GRADING, SIDEWALK AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID ROOT OR TRUNK DAMAGE. AT ANY LOCATION WHERE MINOR ROOT DISTURBANCE HAS BEEN APPROVED IN THE OUTER CRITICAL ROOT ZONE THE PROJECT MANAGER SHALL CONTACT THE CITY FORESTRY DIVISION FOR ON-SITE REVIEW PRIOR TO ANY ROOT DISTURBANCE. THE PROJECT MANAGER AND THE CONTRACTOR PERFORMING THE WORK SHALL BE PRESENT DURING THE PRE-ON-SITE WORK REVIEW. 7. IN THE INSTANCE WHEN ROOT CUTTING HAS BEEN APPROVED IN THE OUTER CRITICAL ROOT ZONE, THE WORK SHALL BE DONE BY A CERTIFIED, QUALIFIED, AND LICENSED ARBORIST. THE FORESTRY DIVISION SHALL APPROVE ANY ARBORIST WORKING ON THE PROJECT. A FORESTRY DIVISION STAFF MEMBER SHALL BE PRESENT WHILE THE APPROVED ARBORIST IS EXPOSING OR PERFORMING A CUT ON A ROOT. UNDER NO CIRCUMSTANCES WILL CUTTING A ROOT OVER 2” IN DIAMETER IN THE OUTER CRITICAL ROOT ZONE BE APPROVED. THE CUTS SHOULD BE MADE USING A SHARP SAW OR APPROPRIATE TOOL SO THAT EXTRA ROOT TISSUE IS NOT DAMAGED. CUTS SHOULD BE SMOOTH, FLUSH AND COMPLETED VERY QUICKLY AFTER ROOT EXPOSURE OCCURS. ONCE THE ROOT CUTTING IS COMPLETE, IMMEDIATELY COVER THE EXPOSED ROOT TISSUE WITH GOOD SOIL AND THEN WATER THE AREA TO AVOID ROOT DEHYDRATION. 8. TREE PROTECTION SHALL BE SET UP AND IMPLEMENTED PRIOR TO CONSTRUCTION. TREE PROTECTION SHALL INCORPORATE THE FOLLOWING CRITERIA: 8.1. ALL EXISTING TREES WITHIN THE CONSTRUCTION ZONE SHALL BE PROTECTED USING A FENCING MATERIAL THAT MEET OR EXCEED THE FOLLOWING CRITERIA: 8.1.1. FENCING MATERIAL SHALL BE A MINIMUM HEIGHT OF 5 FEET. 8.1.2. FENCING MAY CONSIST OF ORANGE SNOW FENCING OR OTHER SUITABLE MATERIAL AS APPROVED BY THE FORESTRY DIVISION. 8.1.3. PROTECTION BARRIER FENCING SHALL BE SUPPORTED BY 1” X 1” METAL POSTS OR SIMILAR STURDY STOCK. 8.1.4. SUPPORT FENCING SHALL BE PLACED AT CLOSE INTERVALS TO PREVENT ANY SAGGING OF THE FENCING MATERIAL. 8.1.5. CONCRETE BLANKETS OR OTHER SUITABLE MATERIAL SHALL BE WRAPPED AROUND THE TRUNK OF TREES THAT ARE IN CLOSE PROXIMITY TO ACTUAL CONSTRUCTION ACTIVITIES. AT A MINIMUM, THE BOTTOM 6 FEET OF THE TRUNK OR TO THE LOWEST BRANCH UNION SHALL BE WRAPPED. 8.2. THE ACTUAL LOCATION OF TREE PROTECTION FENCING SHOULD BE DETERMINED BY AN ONSITE MEETING BETWEEN THE FORESTRY DIVISION REPRESENTATIVE, PROJECT MANAGER, AND CONTRACTOR PRIOR TO WORK BEING DONE. 8.3. PARTIAL FENCING WITHIN THE PROTECTION ZONE MAY BE REQUIRED AS NECESSARY. 8.4. THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, OR FILLS OR CUTS WITHIN THE INTERIOR OR OUTER CRITICAL ROOT ZONE. THE FORESTRY DIVISION MAY APPROVE MINIMAL DISTURBANCE IN THE OUTER CRITICAL ROOT ZONE ONLY WHEN IT IS DETERMINED THAT SUCH DISTURBANCE WILL NOT IMPACT THE HEALTH OR SURVIVAL OF THE TREE. 8.5. MODIFICATION OR REMOVAL OF TREE PROTECTION FENCING OR BLANKET WRAP MUST BE APPROVED BY THE FORESTRY DIVISION PRIOR TO THE REMOVAL OF SUCH PROTECTION. 9. IN ORDER TO PROTECT THE CRITICAL ROOT ZONE OF EACH TREE AND AVOID CONTAMINATION WITHIN THE PROJECT SITE, THE FOLLOWING CRITERIA MUST BE FOLLOWED (UNLESS OTHERWISE APPROVED BY THE FORESTRY DIVISION WITH A CLEAR UNDERSTANDING OF ACCEPTABLE ALTERNATIVE COMPLIANCE AGREED TO IN WRITING): a. EQUIPMENT OR MATERIAL SHALL NOT BE WASHED, CLEANED OR RINSED WITHIN THE PROJECT SITE. WASHING AND CLEANING OF EQUIPMENT AND MATERIALS SHALL FOLLOW ALL STATE AND LOCAL REGULATIONS. b. EQUIPMENT OR MATERIALS SHALL NOT BE STORED WITHIN A DISTANCE THAT EQUALS TWICE THE CRITICAL ROOT ZONE. c. EQUIPMENT OR MATERIALS SHALL NOT LEAN UP AGAINST TRUNKS OF TREES. d. POTENTIALLY HARMFUL MATERIALS, SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, SHALL BE APPLIED AND STORED IN A MANNER THAT ABSOLUTELY ENSURES NO SOIL CONTAMINATION OF ANY KIND WILL OCCUR. PRIOR TO USE OR APPLICATION OF POTENTIALLY HARMFUL MATERIALS WITHIN THE OUTER CRITICAL ROOT ZONE , SUCH USE OR STORAGE SHALL BE REVIEWED AND APPROVED BY THE FORESTRY DIVISION. 10. ATTACHMENTS SUCH AS WIRES, CABLES, WINCHES, ROPES, SIGNS, NOTICES OR PERMITS SHALL NOT BE FASTENED TO ANY TREE IN THE PROJECT AREA. 11. TREE PRUNING WITHIN THE PROJECT AREA THAT IS DETERMINED TO BE REQUIRED BY THE FORESTRY DIVISION SHALL BE PERFORMED BY THE FORESTRY DIVISION AS A COST TO THE PROJECT. TREE PRUNING COULD INCLUDE COMPLETE PRUNING OF TREES OR INDIVIDUAL BRANCH PRUNING. PRIVATE CONTRACTORS SHALL NOT BE UTILIZED FOR TREE PRUNING ON THIS PROJECT. 12. APPLYING THICK LAYERS OF WOOD MULCH OVER A PORTION OF THE ROOT SYSTEM OF EXISTING TREES MAY BE DIRECTED AT INDIVIDUAL LOCATIONS TO ADEQUATELY PREVENT SOIL COMPACTION AND CONSERVE SOIL MOISTURE DURING CONSTRUCTION ACTIVITY. MULCH DEPTH TO BE DETERMINED BY THE FORESTRY DIVISION. STORM DRAIN NOTES 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE REPORT AND EROSION CONTROL PLANS ON SHEETS 35-44 BY HORROCKS SHALL BE FOLLOWED AND IMPLEMENTED. 3. SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL - APPENDIX F CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION CONTROL NOTES. STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS GENERAL GENERAL NOTES (3) SPF SEAN.FAHEY 4 1" = 1,000'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E N L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 1 5 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-GENL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA NO. 701 702 702L 703 704B 705 705A 706.1 706.2 706.3 707.1 707.2 708 709 710 711 713.1F 713.1L 713.2F 713.2L 801 802 802.1L 802.2L 803 901 1101 1102L 1103L 1104L 1105L 1106L 1107 1108 1201 1202 1401 1402a 1402b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p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E N L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 1 6 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-GENL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X NO. 1408L 1409L 1410 1411 1412 1412L 1413 1414 1415 1416L 1417L 1418 1419 1420 1421 1422 1601 1602 1603 1604 1605 1606 1606a 1607 1608 1609L 1610 1611 1613 1701 1702 1703 1704 1705 1706F 1707 1801F 1802F 2201 2501 BICYCLE AND PARKING PAVEMENT MARKINGS - LOVELAND (GMA AND CITY LIMITS) BICYCLE / PARKING SIGN - LOVELAND (GMA AND CITY LIMITS) BICYCLE LANE APPROACHING VEHICLE RIGHT TURN LANE STREET NAME SIGN URBAN ROUNDABOUT SIGN DETAILS FUTURE ROAD EXTENSION SIGN (LOVELAND) STANDARD TEMPORARY DEAD END BARRICADES CANTILEVER ARM BRACKET FOR FLAT OR EXTRUDED BLADES DELINEATOR DETAIL SIGNS AND PAVEMENT MARKINGS FOR SPEED TABLES - LOVELAND (CITY LIMITS ONLY) FIRE ACCESS ROAD SIGNS FIRE APPARATUS ACCESS ROAD STENCILING AND FIRE LANE SIGN INSTALLATION NEW FHWA ARROWS (ELONGATED) RECTANGULAR RAPID FLASHING BEACON (RRFB) CONDUIT PULL BOX FOR FIBER OPTIC LINES STANDARD SIDEWALK SIDEWALK DETAIL ACCESS RAMP DETAILS DETACHED WALK / INTERSECTION DETAIL DETACHED WALK / INTERSECTION DETAIL PEDESTRIAN RAMP DETAIL (FOR NEW CONSTRUCTION AND ALTERATIONS) RESIDENTIAL LOCAL STREET ACCESS RAMPS ACCESS RAMP SCORING MEDIAN ISLANDS AND PEDESTRIAN REFUGE AREA RAISED SPEED TABLE - LOVELAND (GMA AND CITY LIMITS) DECORATIVE CONCRETE CROSSWALK (PATTERNED / COLORED CONCRETE) ENHANCED ASPHALT CROSSWALK (CONSTRUCTION DETAIL) RAISED CROSSWALK DETAIL BICYCLE RACK DETAILS BICYCLE RACK DETAILS BICYCLE RACK DETAILS BICYCLE RACK FOUNDATION DETAILS BICYCLE RACK DETAILS BICYCLE RACK DETAILS - FORT COLLINS (GMA AND CITY LIMITS) BICYCLE RACK DETAILS 14-FT LOCAL SPEED HUMP - FORT COLLINS (GMA AND CITY LIMITS) 2S-FT SPEED HUMP - FORT COLLINS (GMA AND CITY LIMITS) TRENCH DETAIL SIDEWALK DETAILS SIGNS AND PAVEMENT MARKINGS FOR RAISED CROSSINGS - LOVELAND (CITY LIMITS ONLY) LARIMER COUNTY URBAN AREA STREET STANDARDS TITLE 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA TO ESTABLISH GEOMETRIC CONTROL FOR THE CONSTRUCTION OF THIS PROJECT, THE DEPARTMENT HAS PROVIDED THE FOLLOWING INFORMATION. 3D DESIGN MODELING ELECTRONIC FILES HORIZONTAL CONTROL VERTICAL CONTROL ROADWAY ALIGNMENT ORIGINAL TERRAIN DATA OTHER NOT APPLICABLE SPECIFY THE INFORMATION FORMAT, I.E., PLAN SHEET, COMPUTER DISK, COMPUTER PRINTOUT OR OTHER. THE INFORMATION MARKED IS EITHER CONTAINED ON THE PLANS OR IS AVAILABLE FROM THE ENGINEER. TYPE OF PROJECT LANDSCAPING SIGNALIZATION SAFETY IMPROVEMENT ASPHALT OVERLAY CONCRETE OVERLAY MINOR WIDENING MAJOR RECONSTRUCTION NEW ROADWAY CONSTRUCTION BRIDGE REPLACEMENT BRIDGE WIDENING NEW BRIDGE OTHER: TRAIL CONSTRUCTION AND DITCH RECONSTRUCTION SURVEY WORK TO BE PERFORMED BY OTHERS: NOT APPLICABLE WORK PERFORMED BY THE CONTRACTOR'S SURVEY UNDER SECTION 625: A COMPLETE PASSING BASE LINE REPORT(COMPLETED WITHIN 6 MONTHS PRIOR TO THE START OF THE PROJECT) AN INSTRUMENT CALIBRATION CERTIFICATION(COMPLETED WITHIN 6 MONTHS PRIOR TO THE START OF THE PROJECT) ESTABLISH AND MAINTAIN PROJECT CENTERLINE OR ENGINEER APPROVED OFFSET LIMITS VERIFICATION AND MAINTENANCE OF HORIZONTAL AND VERTICAL CONTROL VERIFY OR DETERMINE EXISTING GRADES AND ALIGNMENTS VERIFY OR DETERMINE EXISTING TOPOGRAPHY CLEARING AND GRUBBING LIMITS (SECTION 201) REMOVAL LIMITS (SECTION 202) RESET ITEMS (SECTION 210) EXCAVATION AND EMBANKMENT (SECTION 203) EXCAVATION EX C A V A T I O N SLOPESTAKING(Y/N) GRID (Y/N) GRADE (Y/N)SPECIALINTERVAL UNCLASSIFIED Y N Y 25 STRIPPING -- -- -- -- MUCK -- -- -- -- ROCK -- -- -- -- BORROW -- -- -- -- OTHER: NOT APPLICABLE -- -- -- -- POTHOLING -- -- -- -- EMBANKMENT EM B A N K M E N T Y N Y 25 SITE GRADING Y N Y 25 EROSION CONTROL (PERMANENT)-- -- -- -- OTHER: NOT APPLICABLE -- -- -- -- AS STAKED EARTHWORK QUANTITIES(SEE GENERAL NOTES) TOPSOIL (SECTION 207) LANDSCAPING SEEDING (SECTION 212) MULCHING (SECTION 213) PLANTING (SECTION 214) HERBICIDE (SECTION 217) OTHER: NOT APPLICABLE SEEDING (TEMPORARY) EROSION CONTROL (SECTION 208) SILT FENCE EROSION BALES EROSION LOGS RIPRAP (TEMPORARY) OTHER: NOT APPLICABLE ROADWAY BASES RO A D W A Y B A S E S GRID(Y/N)GRADE(Y/N)SPECIALINTERVAL SPECIALOFFSET UNTREATED SUBGRADE N N 25 -- TREATED SUBGARDE -- -- -- -- AGGREGATE BASE COURSE (304)N N 25 -- RECONDITIONING N N 25 -- PMBB -- -- -- -- OTHER: NOT APPLICABLE -- -- -- -- PAVEMENTS PA V E M E N T S GRID(Y/N)GRADE(Y/N)SPECIALINTERVAL HMA (SECTION 403)-- -- -- CONCRETE (SECTION 412)-- -- -- HEATING AND SCARIFYINGTREATMENT -- -- -- PRIME COAT, TACK COAT ANDREJUVENATING AGENT -- -- -- SEAL COAT OR CHIP SEAL (SECTION409)-- -- -- OTHER: NOT APPLICABLE -- -- -- ROADWAY ELEMENTS CU R B & GU T T E R TANGENTINTERVAL CURVEINTERVAL SPECIALOFFSET CURB & GUTTER (SECTION 609)-- -- -- DROP INLETS - ALIGNMENT ANDGRADES (SECTION 604) RETAINING WALLS LEFTINTERVAL CENTERINTERVAL RIGHTINTERVAL GUARDRAIL (SECTION 606) ST A T I O N I N G ------ SIDEWALK (SECTION 608)10 10 10 OVERLAY STATIONING -- -- -- OTHER: NOT APPLICABLE -- -- -- RIPRAP (PERMANENT) (SECTION 506) SLOPE AND DITCH PAVING (SECTION 507) STRUCTURE EXCAVATION LIMITS (SECTION 206) MINOR STRUCTURES CULVERTS (SECTION 603) CULVERTS WITH HEADWALLS & WINGWALLS (SECTION 601) CONCRETE BOX CULVERTS WITH HEADWALLS & WINGWALLS PIPES (SECTION 603) MANHOLES (SECTION 604) SANITARY SEWER STORM WATER WATER IRRIGATION MISCELLANEOUS INLETS (SECTION 604) PERMANENT WATER QUALITY BMP (SECTION 208) OTHER: SIDEWALK DRAIN STRUCTURE EXCAVATION LIMITS (SECTION 206) MAJOR STRUCTURES - OVERHEAD SIGNS (614), CONCRETE BOX CULVERTS, BRIDGES AND ALL OTHERSTRUCTURES ASSIGNED A STRUCTURE NUMBER CONCRETE BOX CULVERTS (SECTION 603) W/ HEADWALLS & WINGWALLS (SECTION 601) PILING LOCATIONS AND CUT OFF ELEVATIONS (SECTION 502) CAISSON LOCATIONS AND ELEVATIONS (SECTION 503) FOOTING LOCATIONS, ALIGNMENT AND ELEVATIONS ABUTMENT/PIER LOCATIONS, ALIGNMENT AND ELEVATIONS WINGWALL SKEW ANGLES/OFFSETS STRUCTURAL CONCRETE FORM LOCATIONS SUBSTRUCTURE AS-CONSTRUCTED SURVEY - REQ. FOR BRIDGES AND OVERHEAD SIGNS BRIDGE EXPANSION JOINT(S) ALIGNMENT AND GRADE (LONGITUDINAL & TRANSVERSE) DECK GRADES AT GIRDER 10TH OR "N" TH POINT LOCATIONS AND ELEVATIONS SLOPE AND DITCH PAVING (SECTION 507) OTHER: NOT APPLICABLE FENCING (SECTION 607) TEMPORARY PERMANENT SOUND BARRIER DELINEATORS (SECTION 612) TEMPORARY PERMANENT OTHER: NOT APPLICABLE LIGHTING (SECTION 613) AND TRAFFIC CONTROL DEVICES (PERMANENT) (SECTION 614) SIGNAL POLE LOCATIONS AND ELEVATIONS LIGHT POLE LOCATIONS AND ELEVATIONS SIGN LOCATIONS FIELD VERIFY SIGN POST LOCATIONS, ELEVATIONS AND LENGTHS BEFORE FABRICATION OTHER: NOT APPLICABLE PAVEMENT MARKING (SECTION 627) STRIPING TEMPORARY STRIPING PERMANENT SYMBOLS OTHER: NOT APPLICABLE TEMPORARY LIGHTING AND TRAFFIC CONTROL DEVICES (SECTION 630) SIGNAL POLE LOCATIONS AND ELEVATIONS (TEMPORARY) LIGHT POLE LOCATIONS AND ELEVATIONS (TEMPORARY) SIGN LOCATIONS (TEMPORARY) OTHER: NOT APPLICABLE WORK PERFORMED BY THE CONTRACTOR'S SURVEY UNDER SECTION 629: MONUMENTATION (SECTION 629) CONTROL RIGHT OF WAY LAND CORNERS, ALIQUOT CORNERS EASEMENTS REFERENCE THE SPECIFIED EXISTING MONUMENTS**: NOT APPLICABLE REPLACE THE SPECIFIED EXISTING MONUMENTS**: NOT APPLICABLE LOCATE MONUMENTS. IT IS ESTIMATED THAT XX HOURS ARE REQUIRED NOTE: ALL 629 ITEMS SHALL INCLUDE ADEQUATE RESEARCH, CALCULATIONS AND ELEVATIONS OFEVIDENCE FOR MONUMENTS TO BE SET. **A TABULATION OF SURVEY MONUMENTS MAY BE PROVIDED ON THE PLANS GENERAL NOTES: 1.UNLESS INDICATED OTHERWISE ON THIS SURVEY TABULATION SHEET, ALL SURVEY WORK AND STAKING INTERVALS SHALL BE DONE INACCORDANCE WITH THE LATEST EDITION OF THE CDOT SURVEY MANUAL. 2.ADEQUATE INFORMATION FOR ESTABLISHING LINES, GRADES AND LOCATIONS FOR ALL WORK ITEMS HAVE BEEN SPECIFIED ON THE PLAN ANY ADDITIONAL INFORMATION REQUIRED TO STAKE THE ITEM OR ELEMENT SHALL BE GENERATED BY THE CONTRACTOR'S SURVEYOR. 3.THE CONTRACTOR'S SURVEYOR SHALL PROVIDE AN ESTIMATE OF THE PERSON-HOURS NECESSARY TO COMPLETE THE WORK ITEMS INDICATED ON THIS SHEET. A COPY OF THIS SHEET, WITH THE ESTIMATED PERSON-HOURS WRITTEN ON THE BLANK LINE TO THE LEFT OFTHE SPECIFIED ITEMS, SHALL BE SUBMITTED WITH THE SURVEY SCHEDULE TO THE ENGINEER ___ DAYS PRIOR TO THE PRE-SURVEYCONFERENCE - CONSTRUCTION SURVEY. 4.STAKES AND MONUMENTS WHICH ARE DAMAGED OR DESTROYED BY THE PROGRESS OF CONSTRUCTION SHALL BE REPLACED BY THECONTRACTOR AT NO ADDITIONAL COST TO THE DEPARTMENT. 5.THE CONTRACTOR SHALL FURNISH AN AS STAKED (OR 3D DESIGN MODELING ELECTRONIC FILES) EARTHWORK QUANTITY REPORT TO THE ENGINEER PRIOR TO COMPLETION OF TWENTY PERCENT (20%) OF THE PLANNED EARTHWORK IN ANY PHASE AS PER THE CDOT SURVEYMANUAL. A PRINTED COPY OF THE AS STAKED (OR 3D DESIGN MODELING ELECTRONIC FILES) EARTHWORK DATA REPORT AND A COMPUTDISK WITH THAT INFORMATION ON IT, IN THE SPECIFIED FORMAT SHALL BE SUBMITTED TO THE ENGINEER. THE CONTRACTOR SHALL FIEL VERIFY ORIGINAL GROUND CROSS SECTIONS AT A MAXIMUM 500 FEET INTERVALS. 6.PRIOR TO BEGINNING WORK ON ANY SUBSEQUENT OPERATION, SUCH AS PLACING BASE COURSE OR PAVING, THE CONTRACTOR SHALL CERTIFY IN WRITING TO THE ENGINEER THAT THE FINAL GRADE IS WITHIN SPECIFIED TOLERANCE. 7.THE CONTRACTOR'S SURVEYOR SHALL PERFORM ALL FIELD SURVEYING AND CALCULATIONS NECESSARY TO TIE PLAN GRADES INTO FIELGRADES. 8.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION STAKING ON THE PROJECT WITH ANY UTILITY WORK. 9.FIELDBOOKS SHALL CONTAIN DAILY RECORDS OF POINTS SET AND OR MEASUREMENTS OBSERVED. THE INFORMATION RECORDED SHALCONTAIN: DATE, CREW MEMBERS' NAMES, POINT NO., DESCRIPTION, STAKING INFORMATION AND SKETCHES. IF THE SURVEY INFORMATIO COLLECTED ELECTRONICALLY, INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER IN A HARD COPY FORMAT THAT IS INTUITIVCLEAR AND RELATED TO THE SUPPLEMENTAL INFORMATION RECORDED IN THE FIELD BOOKS. ALL LINEAR SURVEYS, SUCH AS SLOPE STA AND BLUE TOPS, SHALL HAVE THE STATION AND OFFSET INF0RMATION RELATED TO THE MEASURED INFORMATION. NON-LINEAR SURVEYSUCH AS STRUCTURES STAKING SHALL SKETCHES RELATING ELECTRONIC INFORMATION, SUCH AS POINT NUMBERS, TO THE SKETCH. 10.THE CONTRACTOR'S SURVEYOR SHALL SUBMIT THE FOLLOWING FIELDBOOKS TO THE ENGINEER: HORIZ. CONTROL (PRIMARY & SECONDARY) VERTICAL CONTROL (I.E. BENCHMARKS) PROPERTY PIN TIES HORIZONTAL ALIGNMENT GRADING SLOPE STAKING MINOR STRUCTURES MAJOR STRUCTURES ONE FIELDBOOK FOR EACH WORK CATEGORY SHOWN ON THIS SHEET OTHER FIELDBOOK(S): NOT APPLICABLE 11. THE CONTRACTOR'S SURVEYOR SHALL SUBMIT THE FOLLOWING (PRIOR TO SURVEYING ON THE PROJECT) TO THE ENGINEER: ALL REQUIRED INSTRUMENT CALIBRATIONS NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE CIVIL 3D DWG'S AS REQUESTED STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS GENERAL SURVEY TABULATION SPF SEAN.FAHEY 6 1" = 1,000'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E N L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 1 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-GENL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS GENERAL SAQ - PROPOSED SPF SEAN.FAHEY 7 1" = 1,000'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E N L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 1 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-GENL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X CDOT BID ITEM ITEM DESCRIPTION UNITS QUANTITY AS-BUILT 201-00000 CLEARING AND GRUBBING L S 1 202-00010 REMOVAL OF TREE EACH 9 202-00200 REMOVAL OF SIDEWALK SY 4 202-01000 REMOVAL OF FENCE LF 40 202-04060 DUST ABATEMENT L S 1 203-00000 UNCLASSIFIED EXCAVATION CY 4113 203-00050 UNSUITABLE MATERIAL CY 150 203-00200 BORROW (DITCH LINER)CY 630 203-01550 DOZING HOUR 20 203-01590 FRONT END LOADER (RUBBER TIRE)HOUR 20 203-01620 SWEEPING HOUR 30 203-01598 POTHOLING (SPECIAL)EACH 5 206-00100 STRUCTURE BACKFILL (CLASS 1)CY 13 207-00700 TOPSOIL (ONSITE)CY 444 208-00002 EROSION LOG TYPE 1 (12 INCH)LF 1097 208-00011 EROSION BALES (WEED FREE)EACH 13 208-00020 SILT FENCE LF 3516 208-00045 CONCRETE WASHOUT STRUCTURE EACH 1 208-00054 STORM DRAIN INLET PROTECTION (TYPE II)EACH 2 208-00070 VEHICLE TRACKING PAD EACH 2 208-00207 EROSION CONTROL MANAGEMENT DAY 44 210-00065 RESET MONUMENT (TYPE 3A)EACH 4 210-04000 ADJUST STRUCTURE EACH 2 212-00706 SEEDING (NATIVE) DRILL ACRE 1 213-00003 MULCHING (WEED FREE)ACRE 1 304-06007 AGGREGATE BASE COURSE (CLASS 6)CY 40 CDOT BID ITEM ITEM DESCRIPTION UNITS QUANTITY AS-BUILT 304-07005 AGGREGATE BASE COURSE (CLASS 7)CY 387 306-01000 RECONDITIONING SY 2033 502-11274 STEEL PILING (HP 12X74)LF 216 508-00200 IPE DECKING SF 400 509-00000 STRUCTURAL STEEL LB 705 509-00001 STRUCTURAL STEEL (GALVANIZED)LB 102 518-03110 PREFORMED SILICONE JOINT SEALANT LF 24 601-03040 CONCRETE CLASS D (BRIDGE)CY 7 602-00000 REINFORCING STEEL LB 430 607-11525 FENCE (PLASTIC)LF 2620 607-53184 FENCE CHAIN LINK (84 INCH)LF 25 608-00006 CONCRETE SIDEWALK (5 INCH)SY 1989 608-10010 SIDEWALK DRAIN EACH 1 620-00020 SANITARY FACILITY EACH 1 626-00000 MOBILIZATION L S 1 630-00000 FLAGGING HOUR 280 630-00012 TRAFFIC CONTROL MANAGEMENT DAY 44 630-80335 BARRICADE (TYPE 3 M-A) (TEMPORARY)EACH 0 630-80360 DRUM CHANNELIZING DEVICE EACH 50 630-80341 CONSTRUCTION TRAFFIC SIGN (PANEL SIZE A)EACH 2 700-70010 F/A MINOR CONTRACT REVISIONS F A 1 700-70034 F/A DEWATERING F A 1 700-70100 F/A RELOCATE UTILITIES F A 1 700-70310 F/A LANDSCAPING F A 1 700-70380 F/A EROSION CONTROL F A 1 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS GENERAL SAQ - ADD ALTERNATIVE SPF SEAN.FAHEY 8 1" = 1,000'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E N L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 1 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-GENL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X CDOT BID ITEM ITEM DESCRIPTION UNITS QUANTITY AS-BUILT 201-00000 CLEARING AND GRUBBING L S 1 202-00200 REMOVAL OF SIDEWALK SY 1063 202-04060 DUST ABATEMENT L S 1 203-00000 UNCLASSIFIED EXCAVATION CY 137 203-01620 SWEEPING HOUR 10 207-00700 TOPSOIL (ONSITE)CY 79 208-00020 SILT FENCE LF 1204 208-00045 CONCRETE WASHOUT STRUCTURE EACH 1 208-00054 STORM DRAIN INLET PROTECTION (TYPE II)EACH 1 208-00207 EROSION CONTROL MANAGEMENT DAY 16 304-07005 AGGREGATE BASE COURSE (CLASS 7)CY 168 306-01000 RECONDITIONING SY 1261 607-11525 FENCE (PLASTIC)LF 2484 608-00006 CONCRETE SIDEWALK (5 INCH)SY 1261 620-00020 SANITARY FACILITY EACH 1 626-00000 MOBILIZATION L S 1 630-00000 FLAGGING HOUR 80 630-00012 TRAFFIC CONTROL MANAGEMENT DAY 16 630-80335 BARRICADE (TYPE 3 M-A) (TEMPORARY)EACH 4 630-80360 DRUM CHANNELIZING DEVICE EACH 150 630-80341 CONSTRUCTION TRAFFIC SIGN (PANEL SIZE A)EACH 11 700-70010 F/A MINOR CONTRACT REVISIONS F A 1 700-70310 F/A LANDSCAPING F A 1 700-70380 F/A EROSION CONTROL F A 1 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 4:1 M A X -1.50% 4:1 MAXVARIES VA R I E S VARI E S VARIE S -1.50%VARIES VARIE S VAR I E S -1.50% VARIES VA R I E S HC L M A I L C R E E K D I T C H -1.50% 3:1 M A X 3:1 M A X TYPICAL SECTION A STA. 201+06.29 TO STA. 201+70.17 TYPICAL SECTION C STA. 203+90.00 TO STA. 205+75.18 TYPICAL SECTION B STA. 202+00.00 TO STA. 202+74.88 TYPICAL SECTION D STA. 206+04.99 TO STA. 209+64.33 STA. 210+36.99 TO STA. 214+00.00 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS TYPICAL SECTIONS WEST MAIL CREEK TRAIL TYPICALS SPF HAEDEN.YUNE 9 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 6 \ C O - 6 3 2 4 - 2 2 - T Y P C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 4 5 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-TYPC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 10.00' CONCRETE SIDEWALK (5 INCH)3.50' 7.00' 1.00' 0.50'6" TOPSOIL (ONSITE) TYP. PGL WEST MAIL CREEK TRAIL 12" RECONDITIONING 10.00' CONCRETE SIDEWALK (5 INCH) WIDTH VARIES 4.00' DEPTH VARIES PGL WEST MAIL CREEK TRAIL12" RECONDITIONING 4" AGGREGATE BASE COURSE (CLASS 7) 4" AGGREGATE BASE COURSE (CLASS 7) 10.00' CONCRETE SIDEWALK (5 INCH) 2.00'4.00' PGL WEST MAIL CREEK TRAIL 12" RECONDITIONING 4" AGGREGATE BASE COURSE (CLASS 7) WIDTH VARIES WIDTH VARIES 5.00' DITCH WIDTH PGL MAIL CREEK DITCH 2.50' 4.00' MIN 6" TOPSOIL (ONSITE) TYP. 6" TOPSOIL (ONSITE) TYP. 10.00' CONCRETE SIDEWALK (5 INCH) 2.00'4.00' PGL WEST MAIL CREEK TRAIL WIDTH VARIES 6" TOPSOIL (ONSITE) TYP. 4.00' 12" RECONDITIONING 2.00' 4" AGGREGATE BASE COURSE (CLASS 7) 6" TOPSOIL (ONSITE) 4" AGGREGATE BASE COURSE (CLASS 7) 6" TOPSOIL (ONSITE) 6" TOPSOIL (ONSITE) 6" BORROW (DITCH LINER) 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA HC L M A I L C R E E K D I T C H 3:1 M A X 1.50% 3:1 M A X 3:1 M A X VARIES VARI E S VARIES VARIES 4:1 MAX VARIES 4:1 MAX TYPICAL SECTION E STA. 214+25.00 TO STA. 215+75.00 TYPICAL SECTION H STA. 1+51.45 TO STA. 2+58.45 TYPICAL SECTION F STA. 216+20.15 TO STA. 216+60.51 VARIES 4:1 MA X VARIES 3:1 M A X VARIES 4:1 MA X VARIES 3:1 M A X TYPICAL SECTION G STA. 0+72.00 TO STA. 1+44.90 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS TYPICAL SECTIONS WEST MAIL CREEK TRAIL TYPICALS SPF HAEDEN.YUNE 10 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 6 \ C O - 6 3 2 4 - 2 2 - T Y P C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 4 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-TYPC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 10.00' CONCRETE SIDEWALK (5 INCH) 2.00'4.00' PGL WEST MAIL CREEK TRAIL12" RECONDITIONING 4" AGGREGATE BASE COURSE (CLASS 7) WIDTH VARIES 5.00' DITCH WIDTH PGL MAIL CREEK DITCH 2.50' 4.00' MIN 6" TOPSOIL (ONSITE)6" TOPSOIL (ONSITE) 10.00' CONCRETE SIDEWALK (5 INCH) WIDTH VARIES 6" TOPSOIL (ONSITE) TYP. WIDTH VARIES PGL WEST MAIL CREEK TRAIL12" RECONDITIONING 8.00' CONCRETE SIDEWALK (5 INCH) PGL MAIL CREEK CROSSING12" RECONDITIONING 10.00' CONCRETE SIDEWALK (5 INCH) PGL MAIL CREEK CROSSING12" RECONDITIONING 4.00' 5.00' 6" BORROW (DITCH LINER) 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1.50%VARIES VARIES 1.50% VA R I E S VARIES 1.50%VARIES VARIES TYPICAL SECTION J ADD ALT STA. 301+40.34 TO STA. 304+65.00 STA. 306+60.00 TO STA. 309+72.29 TYPICAL SECTION K ADD ALT STA. 310+07.68 TO STA. 310+80.44 TYPICAL SECTION L ADD ALT STA. 310+97.39 TO STA. 312+00.00 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS TYPICAL SECTIONS EAST MAIL CREEK TRAIL TYPICALS SPF HAEDEN.YUNE 11 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 6 \ C O - 6 3 2 4 - 2 2 - T Y P C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 8 : 4 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:18 AM FILE NAME: CO-6324-22-TYPC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 10.00' CONCRETE SIDEWALK (5 INCH) 2.00'4.00' PGL EAST MAIL CREEK TRAIL 6" TOPSOIL (ONSITE) TYP. WIDTH VARIES 12" RECONDITIONING 4" AGGREGATE BASE COURSE (CLASS 7) 10.00' CONCRETE SIDEWALK (5 INCH) PGL EAST MAIL CREEK TRAIL WIDTH VARIES 12" RECONDITIONING 8.00' CONCRETE SIDEWALK (5 INCH) PGL EAST MAIL CREEK TRAIL 6" TOPSOIL (ONSITE) TYP. WIDTH VARIES 12" RECONDITIONING 6" TOPSOIL (ONSITE) TYP. 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CP #31 STA=210+36.19 OFF=9.42' LT N=100732.4950 E=206188.1870 CP #61 STA=1+38.19 OFF=3.83' LT N=100841.2380 E=206165.7260 200+00 201+00 202+0 0 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 PI : 2 1 3 + 0 8 . 2 4 PI : 2 0 0 + 5 6 . 2 9 P C : 2 0 6 + 6 5 . 0 9 P C : 2 0 0 + 7 3 . 1 1 PC : 2 0 2 + 5 4 . 2 6 P C : 2 0 0 + 3 5 . 1 2 PC : 2 0 4 + 2 0 . 7 1 P C : 2 0 9 + 2 8 . 1 2 PC : 2 1 1 + 7 3 . 7 2 P T : 2 0 7 + 0 1 . 5 3 PT : 2 0 1 + 7 8 . 5 0 PT : 2 0 2 + 7 4 . 8 8 PT: 200+54.55 P T : 2 0 4 + 9 7 . 1 6 PT : 2 0 9 + 9 3 . 5 8 PT : 2 1 1 + 9 5 . 5 2 L9 L10 L8 L7 L6 L4 L5 L1 L2 L3 C5 C2 C3 C1 C4 C6 C7 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 PI : 1 0 7 + 3 4 . 9 0 PC: 103+47.78 PC: 106+04.51 PC: 100+88.47 PT: 104+24.89 PT: 106+22.76 P T : 1 0 1 + 3 1 . 6 8 2+63 0+00 1+00 2+ 0 0 PI: 2+22.20 PI: 2+51.01 PC: 0+80.67 PC: 1+15.81 PT: 0+97.62 PT: 1+46.04 L23 L26 L24 L25L22C17C18 C16 L32 L33 L34 L30 L31 C21C22 CP #41 STA=200+99.40 OFF=20.62' LT N=101265.7240 E=205428.3350 CP #20 STA=203+77.33 OFF=17.39' LT N=101064.2770 E=205630.8550 MA T C H L I N E S T A T I O N - 2 1 2 + 0 0 . 0 0 CP #31 STA=210+36.19 OFF=9.42' LT N=100732.4950 E=206188.1870 216+72 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 P I : 2 1 3 + 0 8 . 2 4 P C : 2 1 3 + 3 9 . 5 2 PC: 216+30.15 P C : 2 0 9 + 2 8 . 1 2 PC : 2 1 1 + 7 3 . 7 2 PT : 2 1 3 + 6 0 . 4 7 PT: 216+49.74 PT : 2 0 9 + 9 3 . 5 8 P T : 2 1 1 + 9 5 . 5 2 L9 L10L8 L 1 2 L11C8 C9C6 C7 110+6 4 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 P I : 1 1 0 + 5 2 . 7 8 P I : 1 0 7 + 3 4 . 9 0 P C : 1 0 7 + 6 9 . 0 4 PC: 109+93.79 PC: 103+47.78 PC: 106+04.51 PT : 1 0 7 + 8 5 . 8 0 PT: 110+44.13 PT: 104+24.89 PT: 106+22.76 2+63 0+00 1+00 2 + 0 0 PI: 2+22.20 PI: 2+51.01 PC: 0+80.67 PC: 1+15.81 PT: 0+97.62 PT: 1+46.04 300 + 0 0 301+ 0 0 302 + 0 0 PI : 3 0 0 + 5 5 . 4 6 PI : 3 0 2 + 0 4 . 0 0 P C : 3 0 2 + 5 2 . 8 2 L27 L28 L29 L26L24L25 C19 C20 C17 C18 L32 L33 L34 L30 L31 C21 C22 CP #40 STA=216+36.52 OFF=58.03' LT N=100395.3350 E=206707.2040 L35 L36 L37 M A T C H L I N E S T A T I O N - 2 1 2 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS GEOMETRIC CONTROL MAIL CREEK DITCH, WEST TRAIL & CROSSING SPF SEAN.FAHEY 12 1" = 100'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E O M - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 9 : 0 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:19 AM FILE NAME: CO-6324-22-GEOM-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X N HCL WEST MAIL CREEK TRAIL HCL MAIL CREEK DITCH HCL MAIL CREEK CROSSING HCL MAIL CREEK DITCH HCL WEST MAIL CREEK TRAIL EXISTING ROW EXISTING ROW 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA HCL WEST MAIL CREEK TRAIL Number L1 C1 L2 L3 C2 L4 C3 L5 C4 L6 C5 L7 C6 L8 C7 L9 L10 C8 L11 C9 L12 PC= PI= PT= PC= PI= PT= PC= PI= PT= PC= PI= PT= PC= PI= PT= PC= PI= PT= PC= PI= PT= PC= PI= PT= PC= PI= PT= STATION 200+00.00 200+35.12 200+35.12 200+45.03 200+54.55 200+54.55 200+56.29 200+56.29 200+73.11 200+73.11 201+31.29 201+78.50 201+78.50 202+54.26 202+54.26 202+64.58 202+74.88 202+74.88 204+20.71 204+20.71 204+59.24 204+97.16 204+97.16 206+65.09 206+65.09 206+83.34 207+01.53 207+01.53 209+28.12 209+28.12 209+61.15 209+93.58 209+93.58 211+73.72 211+73.72 211+84.63 211+95.52 211+95.52 213+08.24 213+08.24 213+39.52 213+39.52 213+50.00 213+60.47 213+60.47 216+30.15 216+30.15 216+40.81 216+49.74 216+49.74 216+71.52 NORTHING 101258.7034 101246.0117 101246.0117 101242.4279 101243.5774 101243.5774 101243.7790 101243.7790 101245.7283 101245.7283 101252.4735 101205.5629 101205.5629 101144.4872 101144.4872 101136.1659 101128.5173 101128.5173 101020.4481 101020.4481 100991.8996 100972.4628 100972.4628 100887.7400 100887.7400 100878.5299 100871.7070 100871.7070 100787.0171 100787.0171 100774.6750 100753.1423 100753.1423 100635.6721 100635.6721 100628.5583 100622.3864 100622.3864 100558.6140 100558.6140 100541.8690 100541.8690 100536.2587 100529.9274 100529.9274 100366.9866 100366.9866 100360.5463 100349.9043 100349.9043 100328.1587 EASTING 205328.8440 205361.5854 205361.5854 205370.8308 205380.6796 205380.6796 205382.4070 205382.4070 205399.1084 205399.1084 205456.9013 205491.3239 205491.3239 205536.1408 205536.1408 205542.2469 205549.1772 205549.1772 205647.0974 205647.0974 205672.9649 205706.2269 205706.2269 205851.2124 205851.2124 205866.9735 205883.9054 205883.9054 206094.0749 206094.0749 206124.7035 206149.7390 206149.7390 206286.3186 206286.3186 206294.5896 206303.5854 206303.5854 206396.5348 206396.5348 206422.9507 206422.9507 206431.8012 206440.1512 206440.1512 206655.0438 206655.0438 206663.5376 206662.9270 206662.9270 206661.6794 LENGTH 35.12' 19.44' 1.74' 16.81' 105.39' 75.75' 20.62' 145.83' 76.45' 167.92' 36.45' 226.59' 65.45' 180.15' 21.80' 112.72' 31.28' 20.95' 269.68' 19.59' 21.78' LINE/CHORD BEARING S68° 48' 43.04"E S82° 44' 04.20"E N83° 20' 34.64"E N83° 20' 34.64"E S66° 27' 50.33"E S36° 16' 15.30"E S39° 13' 30.50"E S42° 10' 45.69"E S50° 56' 22.75"E S59° 41' 59.82"E S63° 52' 34.48"E S68° 03' 09.14"E S58° 40' 37.51"E S49° 18' 05.89"E S52° 25' 25.94"E S55° 32' 45.98"E S57° 37' 45.92"E S55° 13' 45.22"E S52° 49' 44.53"E S24° 46' 21.74"E S3° 17' 01.06"W DELTA 27.85° 60.39° 5.91° 17.52° 8.35° 18.75° 6.24° 4.80° 56.11° TANGENT 9.92' 58.19' 10.32' 38.52' 18.25' 33.02' 10.91' 10.48' 10.66' RADIUS 40.00' 100.00' 200.00' 250.00' 250.00' 200.00' 200.00' 250.00' 20.00' HCL MAIL CREEK DITCH Number L22 C16 L23 C17 L24 C18 L25 L26 C19 L27 C20 L28 L29 PC= PI= PT= PC= PI= PT= PC= PI= PT= PC= PI= PT= PC= PI= PT= STATION 100+00.00 100+88.47 100+88.47 101+10.16 101+31.68 101+31.68 103+47.78 103+47.78 103+86.69 104+24.89 104+24.89 106+04.51 106+04.51 106+13.65 106+22.76 106+22.76 107+34.90 107+34.90 107+69.04 107+69.04 107+77.42 107+85.80 107+85.80 109+93.79 109+93.79 110+19.51 110+44.13 110+44.13 110+52.78 110+52.78 110+63.84 NORTHING 100966.8185 100917.2529 100917.2529 100905.1018 100897.0841 100897.0841 100817.1992 100817.1992 100802.8140 100777.4394 100777.4394 100660.3121 100660.3121 100654.3543 100649.1853 100649.1853 100585.7473 100585.7473 100567.4672 100567.4672 100562.9789 100557.9139 100557.9139 100432.2425 100432.2425 100416.7074 100412.9816 100412.9816 100411.7274 100411.7274 100410.1253 EASTING 205793.4830 205866.7638 205866.7638 205884.7288 205904.8811 205904.8811 206105.6707 206105.6707 206141.8277 206171.3301 206171.3301 206307.5111 206307.5111 206314.4381 206321.9720 206321.9720 206414.4342 206414.4342 206443.2716 206443.2716 206450.3521 206457.0321 206457.0321 206622.7724 206622.7724 206643.2606 206668.7012 206668.7012 206677.2647 206677.2647 206688.2043 LENGTH 88.47' 43.21' 216.10' 77.11' 179.62' 18.26' 112.13' 34.14' 16.76' 208.00' 50.33' 8.65' 11.06' LINE/CHORD BEARING S55° 55' 35.10"E S62° 06' 55.98"E S68° 18' 16.87"E S58° 48' 11.38"E S49° 18' 05.89"E S52° 25' 25.94"E S55° 32' 45.98"E S57° 37' 45.92"E S55° 13' 45.22"E S52° 49' 44.53"E S67° 14' 54.78"E S81° 40' 05.03"E S81° 40' 05.03"E DELTA 12.38° 19.00° 6.24° 4.80° 28.84° TANGENT 21.69' 38.91' 9.14' 8.38' 25.71' RADIUS 200.00' 232.50' 167.50' 200.00' 100.00' HCL MAIL CREEK CROSSING Number L30 C21 L31 C22 L32 L33 L34 PC= PI= PT= PC= PI= PT= STATION 0+00.00 0+80.67 0+80.67 0+92.00 0+97.62 0+97.62 1+15.81 1+15.81 1+34.65 1+46.04 1+46.04 2+22.20 2+22.20 2+51.01 2+51.01 2+62.93 NORTHING 100735.3071 100796.4707 100796.4707 100805.0571 100811.3221 100811.3221 100821.3846 100821.3846 100831.8062 100848.0950 100848.0950 100913.9440 100913.9440 100939.0050 100939.0050 100949.3795 EASTING 206142.8715 206195.4774 206195.4774 206202.8625 206193.4276 206193.4276 206178.2735 206178.2735 206162.5788 206172.0449 206172.0449 206210.3120 206210.3120 206224.5340 206224.5340 206230.3904 LENGTH 80.67' 16.95' 18.19' 30.22' 76.16' 28.82' 11.91' LINE/CHORD BEARING N40° 41' 54.11"E N7° 51' 30.30"W N56° 24' 54.71"W N13° 07' 35.08"W N30° 09' 44.54"E N29° 34' 28.95"E N29° 26' 40.29"E DELTA 97.11° 86.58° TANGENT 11.33' 18.84' RADIUS 10.00' 20.00' STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS GEOMETRIC CONTROL GEOMETRY TABLES SPF SEAN.FAHEY 13 1" = ###'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E O M - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 9 : 0 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:19 AM FILE NAME: CO-6324-22-GEOM-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 312+50 P I : 3 0 0 + 5 5 . 4 6 P I : 3 0 2 + 0 4 . 0 0 PI: 3 1 0 + 3 1 . 9 5 PI: 3 1 0 + 8 0 . 4 8 P I : 3 0 3 + 8 0 . 3 4 P C : 3 0 2 + 5 2 . 8 2 P C : 3 0 4 + 8 3 . 7 2 P C : 3 0 5 + 8 9 . 4 2 PC : 3 0 8 + 7 5 . 3 7 P T : 3 0 3 + 2 9 . 8 6 P T : 3 0 5 + 7 8 . 8 4 PT : 3 0 6 + 2 3 . 6 6 PT : 3 1 0 + 1 7 . 2 7 CP #5 STA=306+03.45 OFF=22.12' LT N=100449.9340 E=207365.3920 CP #6 STA=312+12.80 OFF=11.08' LT N=100376.2150 E=207971.4830 L35 L36 L37 L39 L44 L42 L43L38 L41L40 C23 C24 C25 C26 HCL EAST MAIL CREEK TRAIL Number L35 L36 L37 C23 L38 L39 C24 L40 PC= PI= PT= PC= PI= PT= STATION 300+00.00 300+55.46 300+55.46 302+04.00 302+04.00 302+52.82 302+52.82 302+91.39 303+29.86 303+29.86 303+80.34 303+80.34 304+83.72 304+83.72 305+31.38 305+78.84 305+78.84 305+89.42 NORTHING 100328.4415 100334.9910 100334.9910 100352.7130 100352.7130 100358.4815 100358.4815 100363.0385 100372.4616 100372.4616 100384.7950 100384.7950 100410.0613 100410.0613 100421.7083 100425.9140 100425.9140 100426.8478 EASTING 206772.4158 206827.4870 206827.4870 206974.9660 206974.9660 207023.4483 207023.4483 207061.7476 207099.1482 207099.1482 207148.1000 207148.1000 207248.3507 207248.3507 207294.5632 207342.0349 207342.0349 207352.5746 LENGTH 55.46' 148.54' 48.82' 77.03' 50.48' 103.39' 95.12' 10.58' LINE/CHORD BEARING N83° 13' 04.11"E N83° 08' 52.21"E N83° 12' 53.01"E N79° 32' 12.02"E N75° 51' 31.03"E N75° 51' 15.39"E N80° 23' 44.54"E N84° 56' 13.69"E DELTA 7.36° 9.08° TANGENT 38.57' 47.66' RADIUS 600.00' 600.00' HCL EAST MAIL CREEK TRAIL Number C25 L41 C26 L42 L43 L44 PC= PI= PT= PC= PI= PT= STATION 305+89.42 306+06.55 306+23.66 306+23.66 308+75.37 308+75.37 309+46.65 310+17.27 310+17.27 310+31.95 310+31.95 310+80.48 310+80.48 312+50.00 NORTHING 100426.8478 100428.3594 100428.4069 100428.4069 100429.1049 100429.1049 100429.3025 100412.7942 100412.7942 100409.3938 100409.3938 100397.2550 100397.2550 100356.5180 EASTING 207352.5746 207369.6363 207386.7649 207386.7649 207638.4785 207638.4785 207709.7586 207779.1009 207779.1009 207793.3838 207793.3838 207840.3774 207840.3774 208004.9250 LENGTH 34.24' 251.71' 141.90' 14.68' 48.54' 169.52' LINE/CHORD BEARING N87° 23' 20.86"E N89° 50' 28.02"E S83° 23' 01.92"E S76° 36' 31.86"E S75° 30' 59.83"E S76° 05' 41.55"E DELTA 4.90° 13.55° TANGENT 17.13' 71.28' RADIUS 400.00' 600.00' STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS GEOMETRIC CONTROL EAST MAIL CREEK TRAIL SPF SEAN.FAHEY 14 1" = 100'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - G E O M - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 1 9 : 1 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:19 AM FILE NAME: CO-6324-22-GEOM-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X HCL EAST MAIL CREEK TRAIL EXISTING ROW 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF 110+64 10 0 + 0 0 10 5 + 0 0 11 0 + 0 0 300+00 305+00 310+00 312+50 216+72 200+0 0 205 + 0 0 21 0 + 0 0 21 5 + 0 0 0+0 0 2+6 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS REMOVAL PLANS REMOVAL KEY MAP SPF SEAN.FAHEY 15 1" = 200'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - K M A P - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 0 : 1 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:20 AM FILE NAME: CO-6324-22-KMAP-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X ZEPHYR RD S. T I M B E R L I N E R D TI L D E N S T SPRUCE CREEK DR SP I N D L E B U S H L N 16 - WEST TRAIL PLAN 17 - WEST TRAIL PLAN 18 - WEST TRAIL PLAN 19 - WEST TRAIL PLAN 20 - EAST TRAIL PLAN - ADD ALT 21 - EAST TRAIL PLAN - ADD ALT 22 - EAST TRAIL PLAN - ADD ALT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA PF PF PF PF P F PF PF PF PF PF PF 200+00 201+0 0 202+00 203+00 204+00 205+00 PI : 2 0 0 + 5 6 . 2 9 P C : 2 0 0 + 7 3 . 1 1 PC : 2 0 2 + 5 4 . 2 6 P C : 2 0 0 + 3 5 . 1 2 PC : 2 0 4 + 2 0 . 7 1 PT : 2 0 1 + 7 8 . 5 0 PT : 2 0 2 + 7 4 . 8 8 P T : 2 0 0 + 5 4 . 5 5 PT: 204+97.16 SCALE: TREE PROTECTION NTS ATTACH SIGNS TO FENCING EVERY AT EACH TREE: ZONE 1Branch Protection KEEP OUTTREE PROTECTION AREA TREE PROTECTION AREA 1.5 X's THE DISTANCE BETWEEN TRUNK AND DRIPLINE,OR 1 FOOT FOR EVERY DIAMETER INCH OF TRUNK,WHICHEVER IS GREATER ZONE 3Root Protection VARIES PER TREE SIZE EXTENDS FROM DRIPLINE TO DRIPLINE ZONE 2Trunk Protection NO MATERIALS SHALL BE STORED WITHIN THE TREEPROTECTION AREA PROTECT LOWER BRANCHES OFTREE CANOPY. CONTACT CITYFORESTER IF ANY PRUNING ISNEEDED REQUIRED IF WHEELEDCONSTRUCTION EQUIPMENTINVOLVED WITHIN 10' OR LESS PROVIDE SNOW FENCING OR EQUALAT DRIPLINE (MIN.)HE I G H T V A R I E S REMOVAL OF TREE FENCE (PLASTIC) BEGIN REMOVAL OF SIDEWALK STA:200+56.29 OFF:0.00' T END REMOVAL OF SIDEWALK STA:200+66.78 OFF:9.95' LT RESET MONUMENT (TYPE 3A) PROTECT IN PLACE DRAINAGE STRUCTURES HCL WEST MAIL CREEK TRAIL M A T C H L I N E S T A T I O N - 2 0 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS REMOVAL PLANS WEST TRAIL PLAN SPF SEAN.FAHEY 16 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R M P L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 1 : 1 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:21 AM FILE NAME: CO-6324-22-RMPL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X CLEARING AND GRUBBING LEGEND REMOVAL OF SIDEWALK NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITIES 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA P F P F PF PF PF PF 205+00 206+00 207+00 208+00 209+00 210+00 PC : 2 0 6 + 6 5 . 0 9 P C : 2 0 9 + 2 8 . 1 2 P T : 2 0 7 + 0 1 . 5 3 PT: 204+97.16 PT : 2 0 9 + 9 3 . 5 8 REMOVAL OF TREE SCALE: TREE PROTECTION NTS ATTACH SIGNS TO FENCING EVERY AT EACH TREE: ZONE 1Branch Protection KEEP OUTTREE PROTECTION AREA TREE PROTECTION AREA 1.5 X's THE DISTANCE BETWEEN TRUNK AND DRIPLINE,OR 1 FOOT FOR EVERY DIAMETER INCH OF TRUNK,WHICHEVER IS GREATER ZONE 3Root Protection VARIES PER TREE SIZE EXTENDS FROM DRIPLINE TO DRIPLINE ZONE 2Trunk Protection NO MATERIALS SHALL BE STORED WITHIN THE TREEPROTECTION AREA PROTECT LOWER BRANCHES OFTREE CANOPY. CONTACT CITYFORESTER IF ANY PRUNING ISNEEDED REQUIRED IF WHEELEDCONSTRUCTION EQUIPMENTINVOLVED WITHIN 10' OR LESS PROVIDE SNOW FENCING OR EQUALAT DRIPLINE (MIN.)HE I G H T V A R I E S PROTECT IN PLACE EXISTING FENCE PROTECT IN PLACE EXISTING FENCE ADJUST STRUCTURE HCL WEST MAIL CREEK TRAIL MA T C H L I N E S T A T I O N - 2 0 5 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 2 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS REMOVAL PLANS WEST TRAIL PLAN SPF SEAN.FAHEY 17 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R M P L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 1 : 2 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:21 AM FILE NAME: CO-6324-22-RMPL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X FENCE (PLASTIC) ADJUST STRUCTURE CLEARING AND GRUBBING LEGEND REMOVAL OF SIDEWALK NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITIES 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA PF PF PF PF PF PF PF P F P F PF PF PF PF PF 210+00 211+00 212+00 213+00 214+00 215+00 PI : 2 1 3 + 0 8 . 2 4 P C : 2 1 3 + 3 9 . 5 2 PC : 2 1 1 + 7 3 . 7 2 PT : 2 1 3 + 6 0 . 4 7 PT : 2 0 9 + 9 3 . 5 8 P T : 2 1 1 + 9 5 . 5 2 SCALE: TREE PROTECTION NTS ATTACH SIGNS TO FENCING EVERY AT EACH TREE: ZONE 1Branch Protection KEEP OUT TREE PROTECTIONAREA TREE PROTECTION AREA 1.5 X's THE DISTANCE BETWEEN TRUNK AND DRIPLINE,OR 1 FOOT FOR EVERY DIAMETER INCH OF TRUNK,WHICHEVER IS GREATER ZONE 3Root Protection VARIES PER TREE SIZE EXTENDS FROM DRIPLINE TO DRIPLINE ZONE 2Trunk Protection NO MATERIALS SHALL BE STORED WITHIN THE TREEPROTECTION AREA PROTECT LOWER BRANCHES OFTREE CANOPY. CONTACT CITYFORESTER IF ANY PRUNING ISNEEDED REQUIRED IF WHEELEDCONSTRUCTION EQUIPMENTINVOLVED WITHIN 10' OR LESS PROVIDE SNOW FENCING OR EQUALAT DRIPLINE (MIN.)HE I G H T V A R I E S PLASTIC F E N C E ( T Y P . ) MA T C H L I N E S T A T I O N - 2 1 0 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 2 1 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS REMOVAL PLANS WEST TRAIL PLAN SPF SEAN.FAHEY 18 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R M P L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 1 : 2 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:21 AM FILE NAME: CO-6324-22-RMPL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X FENCE (PLASTIC) PROTECT IN PLACE EXISTING FENCE CLEARING AND GRUBBING LEGEND REMOVAL OF SIDEWALK NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITIES 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY HCL WEST MAIL CREEK TRAIL EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA PF PF PF PF PF PF P F P F PF PF PF P F P F P F PF PF PF PF 214+00 215+00 216+00 2 1 6 + 7 2 P I : 2 1 3 + 0 8 . 2 4 P C : 2 1 3 + 3 9 . 5 2 P C : 2 1 6 + 3 0 . 1 5 P T : 2 1 3 + 6 0 . 4 7 PT: 2 1 6 + 4 9 . 7 4 ATTACH SIGNS TO F E N C I N G E V E R Y A T E A C H T R E E : ZONE 1 Branch Protection KEEP OUT TREE PROTECTIO N AREA TREE PROTECTIO N A R E A 1.5 X's THE DISTAN C E B E T W E E N T R U N K A N D D R I P L I N E , OR 1 FOOT FOR EV E R Y D I A M E T E R I N C H O F T R U N K , WHICHEVER IS GR E A T E R ZONE 3 Root Protection ZONE 2 Trunk Protection NO MATERIALS SHA L L B E S T O R E D W I T H I N T H E T R E E PROTECTION ARE A PROTECT LOWER B R A N C H E S O F TREE CANOPY. CO N T A C T C I T Y FORESTER IF ANY P R U N I N G I S NEEDED REQUIRED IF WHEE L E D CONSTRUCTION EQ U I P M E N T INVOLVED WITHIN 1 0 ' O R L E S S PROVIDE SNOW FE N C I N G O R E Q U A L AT DRIPLINE (MIN.) H E I G H T V A R I E S SCALE: TREE PROTECTION NTS ATTACH SIGNS TO FENCING EVERY AT EACH TREE: ZONE 1Branch Protection KEEP OUTTREE PROTECTIONAREA TREE PROTECTION AREA 1.5 X's THE DISTANCE BETWEEN TRUNK AND DRIPLINE,OR 1 FOOT FOR EVERY DIAMETER INCH OF TRUNK,WHICHEVER IS GREATER ZONE 3Root Protection VARIES PER TREE SIZE EXTENDS FROM DRIPLINE TO DRIPLINE ZONE 2Trunk Protection NO MATERIALS SHALL BE STORED WITHIN THE TREEPROTECTION AREA PROTECT LOWER BRANCHES OFTREE CANOPY. CONTACT CITYFORESTER IF ANY PRUNING ISNEEDED REQUIRED IF WHEELEDCONSTRUCTION EQUIPMENTINVOLVED WITHIN 10' OR LESS PROVIDE SNOW FENCING OR EQUALAT DRIPLINE (MIN.)HE I G H T V A R I E S BEGIN REMOVAL OF FENCE STA:216+30.15 OFF:2.69' RT END REMOVAL OF FENCE STA:216+60.12 OFF:7.44' RT REMOVAL OF FENCE STA:216+61.65 OFF:13.99' LT REMOVAL OF FENCE STA:216+51.52 OFF:14.00' LT M A T C H L I N E S T A T I O N - 2 1 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS REMOVAL PLANS WEST TRAIL PLAN SPF SEAN.FAHEY 19 1" = 40'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R M P L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 1 : 3 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:21 AM FILE NAME: CO-6324-22-RMPL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X FENCE (PLASTIC) N PROTECT IN PLACE EXISTING DRAINAGE STRUCTURE PROTECT IN PLACE LANDSCAPING PROTECT IN PLACE EXISTING FENCE CLEARING AND GRUBBING LEGEND REMOVAL OF SIDEWALK NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITIES 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY HCL WEST MAIL CREEK TRAIL EXISTING ROW PROPOSED PERMANENT EASEMENT PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 300+00 301+00 302+00 303+00 304+00 305+00 PI : 3 0 0 + 5 5 . 4 6 PI : 3 0 2 + 0 4 . 0 0 P I : 3 0 3 + 8 0 . 3 4 PC : 3 0 2 + 5 2 . 8 2 P C : 3 0 4 + 8 3 . 7 2 P T : 3 0 3 + 2 9 . 8 6 CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF SCALE: TREE PROTECTION NTS ATTACH SIGNS TO FENCING EVERY AT EACH TREE: ZONE 1Branch Protection KEEP OUT TREE PROTECTIONAREA TREE PROTECTION AREA 1.5 X's THE DISTANCE BETWEEN TRUNK AND DRIPLINE,OR 1 FOOT FOR EVERY DIAMETER INCH OF TRUNK,WHICHEVER IS GREATER ZONE 3Root Protection VARIES PER TREE SIZE EXTENDS FROM DRIPLINE TO DRIPLINE ZONE 2Trunk Protection NO MATERIALS SHALL BE STORED WITHIN THE TREEPROTECTION AREA PROTECT LOWER BRANCHES OFTREE CANOPY. CONTACT CITYFORESTER IF ANY PRUNING ISNEEDED REQUIRED IF WHEELEDCONSTRUCTION EQUIPMENTINVOLVED WITHIN 10' OR LESS PROVIDE SNOW FENCING OR EQUALAT DRIPLINE (MIN.)HE I G H T V A R I E S BEGIN REMOVAL OF SIDEWALK STA:300+20.11 OFF:7.97' LT END REMOVAL OF MA T C H L I N E S T A T I O N - 3 0 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS REMOVAL PLANS EAST TRAIL PLAN - ADD ALT SPF SEAN.FAHEY 20 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R M P L - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 2 4 : 4 5 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:24 AM FILE NAME: CO-6324-22-RMPL-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X CLEARING AND GRUBBING LEGEND REMOVAL OF SIDEWALK NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITIES 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY FENCE (PLASTIC) PROTECT IN PLACE LANDSCAPING HCL EAST MAIL CREEK TRAIL EXISTING ROW EXISTING ROWPROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 305+00 306+00 307+00 308+00 309+00 310+00 P C : 3 0 4 + 8 3 . 7 2 P C : 3 0 5 + 8 9 . 4 2 PC : 3 0 8 + 7 5 . 3 7 P T : 3 0 5 + 7 8 . 8 4 PT : 3 0 6 + 2 3 . 6 6 PT : 3 1 0 + 1 7 . 2 7 CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF SCALE: TREE PROTECTION NTS ATTACH SIGNS TO FENCING EVERY AT EACH TREE: ZONE 1Branch Protection KEEP OUT TREE PROTECTIONAREA TREE PROTECTION AREA 1.5 X's THE DISTANCE BETWEEN TRUNK AND DRIPLINE,OR 1 FOOT FOR EVERY DIAMETER INCH OF TRUNK,WHICHEVER IS GREATER ZONE 3Root Protection VARIES PER TREE SIZE EXTENDS FROM DRIPLINE TO DRIPLINE ZONE 2Trunk Protection NO MATERIALS SHALL BE STORED WITHIN THE TREEPROTECTION AREA PROTECT LOWER BRANCHES OFTREE CANOPY. CONTACT CITYFORESTER IF ANY PRUNING ISNEEDED REQUIRED IF WHEELEDCONSTRUCTION EQUIPMENTINVOLVED WITHIN 10' OR LESS PROVIDE SNOW FENCING OR EQUALAT DRIPLINE (MIN.)HE I G H T V A R I E S END REMOVAL OF SIDEWALK STA:305+44.11 OFF:21.82' LT END REMOVAL OF SIDEWALK STA:305+51.90 OFF:22.03' LT M A T C H L I N E S T A T I O N - 3 0 5 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 3 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS REMOVAL PLANS EAST TRAIL PLAN - ADD ALT SPF SEAN.FAHEY 21 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R M P L - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 2 4 : 4 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:24 AM FILE NAME: CO-6324-22-RMPL-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X CLEARING AND GRUBBING LEGEND REMOVAL OF SIDEWALK NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITIES 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY FENCE (PLASTIC) HCL EAST MAIL CREEK TRAIL PROTECT IN PLACE CURB RAMP EXISTING ROW EXISTING ROW PROTECT IN PLACE EXISTING BRIDGE PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 309+00 310+00 311+00 312+00 312+50 PI : 3 1 0 + 3 1 . 9 5 PI : 3 1 0 + 8 0 . 4 8 P C : 3 0 8 + 7 5 . 3 7 PT : 3 1 0 + 1 7 . 2 7 CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF ATTACH SIGN S T O F E N C I N G E V E R Y A T E A C H T R E E : ZONE 1 Branch Prote c t i o n KEEP OUT TREE PROT E C T I O N AREA TREE PROT E C T I O N A R E A 1.5 X's THE D I S T A N C E B E T W E E N T R U N K A N D D R I P L I N E , OR 1 FOOT F O R E V E R Y D I A M E T E R I N C H O F T R U N K , WHICHEVER I S G R E A T E R ZONE 3 Root Protecti o n VARIES PE R T R E E S I Z E EXTENDS F R O M D R I P L I N E T O D R I P L I N E ZONE 2 Trunk Protec t i o n NO MATERIA L S S H A L L B E S T O R E D W I T H I N T H E T R E E PROTECTION A R E A PROTECT LO W E R B R A N C H E S O F TREE CANOP Y . C O N T A C T C I T Y FORESTER IF A N Y P R U N I N G I S NEEDED REQUIRED IF W H E E L E D CONSTRUCTI O N E Q U I P M E N T INVOLVED W I T H I N 1 0 ' O R L E S S PROVIDE SNO W F E N C I N G O R E Q U A L AT DRIPLINE ( M I N . ) SCALE: TREE PROTECTION NTS ATTACH SIGNS TO FENCING EVERY AT EACH TREE: ZONE 1Branch Protection KEEP OUTTREE PROTECTIONAREA TREE PROTECTION AREA 1.5 X's THE DISTANCE BETWEEN TRUNK AND DRIPLINE,OR 1 FOOT FOR EVERY DIAMETER INCH OF TRUNK,WHICHEVER IS GREATER ZONE 3Root Protection VARIES PER TREE SIZE EXTENDS FROM DRIPLINE TO DRIPLINE ZONE 2Trunk Protection NO MATERIALS SHALL BE STORED WITHIN THE TREEPROTECTION AREA PROTECT LOWER BRANCHES OFTREE CANOPY. CONTACT CITYFORESTER IF ANY PRUNING ISNEEDED REQUIRED IF WHEELEDCONSTRUCTION EQUIPMENTINVOLVED WITHIN 10' OR LESS PROVIDE SNOW FENCING OR EQUALAT DRIPLINE (MIN.)HE I G H T V A R I E S END REMOVAL OF SIDEWALK STA:312+00.00 OFF:10.05' LT MA T C H L I N E S T A T I O N - 3 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS REMOVAL PLANS EAST TRAIL PLAN - ADD ALT SPF SEAN.FAHEY 22 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R M P L - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 2 4 : 5 2 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:24 AM FILE NAME: CO-6324-22-RMPL-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X CLEARING AND GRUBBING LEGEND REMOVAL OF SIDEWALK NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITIES 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY FENCE (PLASTIC) HCL EAST MAIL CREEK TRAIL PROTECT IN PLACE CURB RAMPPROTECT IN PLACE CURB RAMP PROTECT IN PLACE SIDEWALK EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 110+64 10 0 + 0 0 10 5 + 0 0 11 0 + 0 0 300+00 305+00 310+00 312+50 216+72 200+0 0 205 + 0 0 21 0 + 0 0 21 5 + 0 0 0+0 0 2+6 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE PLAN AND PROFILE KEY MAPS 01 SPF SEAN.FAHEY 23 1" = 200'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - K M A P - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 5 : 5 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:25 AM FILE NAME: CO-6324-22-KMAP-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X ZEPHYR RD S. T I M B E R L I N E R D TI L D E N S T SPRUCE CREEK DR SP I N D L E B U S H L N 25 - MAIL CREEK DITCH 26 - MAIL CREEK DITCH 27 - MAIL CREEK DITCH 33 - EAST MAIL CREEK TRAIL - ADD ALT 34 - EAST MAIL CREEK TRAIL - ADD ALT 35 - EAST MAIL CREEK TRAIL - ADD ALT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 110+64 10 0 + 0 0 10 5 + 0 0 11 0 + 0 0 300+00 305+00 310+00 312+50 216+72 200+0 0 205 + 0 0 21 0 + 0 0 21 5 + 0 0 0+0 0 2+6 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE PLAN AND PROFILE KEY MAPS 02 SPF SEAN.FAHEY 24 1" = 200'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - K M A P - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 5 : 5 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:25 AM FILE NAME: CO-6324-22-KMAP-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X ZEPHYR RD S. T I M B E R L I N E R D TI L D E N S T SPRUCE CREEK DR SP I N D L E B U S H L N 28 - WEST MAIL CREEK TRAIL 29 - WEST MAIL CREEK TRAIL 30 - WEST MAIL CREEK TRAIL 31 - WEST MAIL CREEK TRAIL 32 - MAIL CREEK CROSSING 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA PC : 1 0 0 + 8 8 . 4 7 P T : 1 0 1 + 3 1 . 6 8 P C : 1 0 3 + 4 7 . 7 8 STA:100+00.00 OFF:2.55' RT EL: 4955.36 STA:100+25.00 OFF:2.50' LT EL: 4955.31 STA:100+00.99 OFF:7.66' RT EL: 4961.52 STA:100+24.80 OFF:8.36' RT EL: 4956.53 STA:100+29.88 OFF:2.50' RT EL: 4955.30 100+00 101+00 102+00 103+00 STA:100+00.00 OFF:2.52' LT EL: 4955.36 STA:100+10.46 OFF:2.50' RT EL: 4955.34 M A T C H L I N E S T A T I O N - 1 0 2 + 7 5 . 0 0 4945 4950 4960 4970 4945 4950 4960 4970 -0.19% PV I 1 0 0 + 0 0 . 0 0 EL 4 9 5 5 . 3 6 ' 49 5 5 . 3 49 5 5 . 3 1 49 5 5 . 3 49 5 5 . 2 6 49 5 5 . 3 49 5 5 . 2 1 101+00 49 5 5 . 2 49 5 5 . 1 6 49 5 5 . 9 49 5 5 . 1 2 49 5 9 . 3 49 5 5 . 0 7 49 6 0 . 0 49 5 5 . 0 2 102+00 49 6 0 . 0 49 5 4 . 9 7 49 5 9 . 9 49 5 4 . 9 2 49 5 9 . 8 49 5 4 . 8 8 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE MAIL CREEK DITCH SPF SEAN.FAHEY 25 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 3 , 9 / 2 9 / 2 0 2 3 8 : 2 7 : 0 3 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:27 AM FILE NAME: CO-6324-22-RDPP-03.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X PROPOSED GRADE (DITCH FL) EXISTING GROUND CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) EXISTING ROW HCL MAIL CREEK DITCH PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA P C : 1 0 3 + 4 7 . 7 8 PT : 1 0 4 + 2 4 . 8 9 PC : 1 0 6 + 0 4 . 5 1 PT : 1 0 6 + 2 2 . 7 6 103+00 104+00 105+00 106+00 107+00 M A T C H L I N E S T A T I O N - 1 0 2 + 7 5 . 0 0 MA T C H L I N E S T A T I O N - 1 0 7 + 0 0 . 0 0 4945 4950 4960 4970 4945 4950 4960 4970 -0.19% 103+00 49 5 9 . 9 49 5 4 . 7 8 49 5 8 . 6 49 5 4 . 7 3 49 5 5 . 8 49 5 4 . 6 8 49 5 7 . 1 49 5 4 . 6 3 104+00 49 5 9 . 0 49 5 4 . 5 9 49 5 9 . 6 49 5 4 . 5 4 49 5 9 . 5 49 5 4 . 4 9 49 5 9 . 0 49 5 4 . 4 4 105+00 49 5 8 . 3 49 5 4 . 3 9 49 5 8 . 3 49 5 4 . 3 5 49 5 8 . 7 49 5 4 . 3 0 49 5 9 . 1 49 5 4 . 2 5 106+00 49 5 8 . 8 49 5 4 . 2 0 49 5 8 . 9 49 5 4 . 1 5 49 5 8 . 1 49 5 4 . 1 1 49 5 7 . 5 49 5 4 . 0 6 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE MAIL CREEK DITCH SPF SEAN.FAHEY 26 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 3 , 9 / 2 9 / 2 0 2 3 8 : 2 7 : 1 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:27 AM FILE NAME: CO-6324-22-RDPP-03.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X PROPOSED GRADE (DITCH FL) EXISTING GROUND CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) EXISTING ROW HCL MAIL CREEK DITCH SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION PROPOSED PERMANENT EASEMENT NOTES: 1. REFER TO STRUCTURE PLANS FOR ADDITIONAL INFORMATION. 2. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES. 3. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES, CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA PI : 1 0 7 + 3 4 . 9 0 PC : 1 0 7 + 6 9 . 0 4 PT : 1 0 7 + 8 5 . 8 0 PC : 1 0 9 + 9 3 . 7 9 P T : 1 1 0 + 4 4 . 1 3 P I : 1 1 0 + 5 2 . 7 8 BREAK STA:110+27.42 OFF:2.50' RT BREAK STA:110+27.42 OFF:2.50' LT BREAK STA:110+52.42 OFF:2.17' RT BREAK STA:110+52.42 OFF:1.74' LT 107+00 108+00 109+00 110+00 110+64 MA T C H L I N E S T A T I O N - 1 0 7 + 0 0 . 0 0 4945 4950 4960 4970 4945 4950 4960 4970 -0.19% PV I 1 1 0 + 5 2 . 7 8 EL 4 9 5 3 . 3 3 ' 49 5 7 . 3 49 5 3 . 9 6 49 5 7 . 4 49 5 3 . 9 1 49 5 7 . 6 49 5 3 . 8 6 108+00 49 5 7 . 8 49 5 3 . 8 2 49 5 7 . 7 49 5 3 . 7 7 49 5 7 . 7 49 5 3 . 7 2 49 5 7 . 7 49 5 3 . 6 7 109+00 49 5 7 . 5 49 5 3 . 6 2 49 5 7 . 3 49 5 3 . 5 8 49 5 7 . 3 49 5 3 . 5 3 49 5 7 . 0 49 5 3 . 4 8 110+00 49 5 4 . 6 49 5 3 . 4 3 49 5 3 . 4 49 5 3 . 3 8 49 5 3 . 3 49 5 3 . 3 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE MAIL CREEK DITCH SPF SEAN.FAHEY 27 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 3 , 9 / 2 9 / 2 0 2 3 8 : 2 7 : 2 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:27 AM FILE NAME: CO-6324-22-RDPP-03.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X PROPOSED GRADE (DITCH FL) EXISTING GROUND CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) HCL MAIL CREEK DITCH EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 200+00 201+0 0 202+00 203+00 204+00 PI : 2 0 0 + 5 6 . 2 9 P C : 2 0 0 + 7 3 . 1 1 PC : 2 0 2 + 5 4 . 2 6 P C : 2 0 0 + 3 5 . 1 2 PC : 2 0 4 + 2 0 . 7 1 PT : 2 0 1 + 7 8 . 5 0 PT : 2 0 2 + 7 4 . 8 8 PT: 200+54.55 SW STA:202+50.00 OFF:4.00' LT SW STA:202+74.00 OFF:4.00' LT SW STA:204+25.00 OFF:4.00' LT SW STA:201+70.17 OFF:14.00' LT SW STA:201+99.97 OFF:14.00' LT SW STA:202+74.00 OFF:14.00' LT SW STA:204+25.00 OFF:14.00' LTDITCH STA:201+06.29 OFF:16.00' LT EL: 4955.08 END DITCH STA:201+70.17 OFF:16.00' LT EL: 4957.94 DITCH STA:202+74.00 OFF:17.00' LT EL: 4960.41 DITCH STA:201+06.29 OFF:0.00' T EL: 4954.73 SW STA:201+88.37 OFF:32.50' LT END DITCH STA:203+95.00 OFF:16.00' LT EL: 4961.77 EOG STA:201+06.29 OFF:17.50' LT EOG STA:201+70.17 OFF:17.50' LT EOG STA:202+74.00 OFF:18.50' LT EOG STA:201+06.29 OFF:3.00' RT DITCH STA:202+50.00 OFF:0.00' T EL: 4960.37 EOG STA:202+50.00 OFF:3.00' RT SW STA:201+77.42 OFF:28.10' LT END DITCH STA:202+74.00 OFF:0.00' RT EL: 4960.66 EOG STA:203+95.00 OFF:19.78' LT SW STA:201+06.29 OFF:14.00' LT BEGIN CONSTRUCTION STA:200+56.29 OFF:0.00' LT BEGIN SW STA:200+56.29 OFF:10.00' LT EL: 4953.28 BEGIN DITCH STA:201+99.97 OFF:17.00' LT EL: 4958.81 EOG STA:201+99.97 OFF:18.50' LT GRADE BREAK STA:204+58.95 OFF:8.37' RT SW STA:201+06.29 OFF:4.00' LT GRADE BREAK STA:204+58.77 OFF:17.64' LT GRADE BREAK STA:204+00.16 OFF:7.76' RT MA T C H L I N E S T A T I O N - 2 0 4 + 2 5 . 0 0 4945 4950 4960 4970 4945 4950 4960 4970 1.23% 2.60% 4.50% PV I 2 0 0 + 5 6 . 2 9 EL 4 9 5 3 . 4 3 ' PV I 2 0 1 + 0 7 . 0 0 EL 4 9 5 4 . 7 5 ' PVI STA 202+25.00 EL 4960.06' VC 50.00' K 15.28 PV C S T A 2 0 2 + 0 0 . 0 0 EL 4 9 5 8 . 9 3 ' PV T S T A 2 0 2 + 5 0 . 0 0 EL 4 9 6 0 . 3 7 ' PVI STA 204+50.00 EL 4962.82' VC 200.00' K 72.86 PV C S T A 2 0 3 + 5 0 . 0 0 EL 4 9 6 1 . 5 9 ' 49 5 2 . 1 49 5 3 . 2 49 5 7 . 2 49 5 3 . 9 2 201+00 49 6 1 . 2 49 5 4 . 5 7 49 6 1 . 8 49 5 5 . 5 6 49 6 1 . 4 49 5 6 . 6 8 49 6 1 . 6 49 5 7 . 8 1 202+00 49 6 1 . 4 49 5 8 . 9 3 49 6 1 . 2 49 5 9 . 8 5 49 6 0 . 9 49 6 0 . 3 7 49 6 0 . 8 49 6 0 . 6 7 203+00 49 6 0 . 6 49 6 0 . 9 8 49 6 0 . 6 49 6 1 . 2 9 49 6 0 . 7 49 6 1 . 5 9 49 6 0 . 6 49 6 1 . 8 6 204+00 49 6 0 . 3 49 6 2 . 0 4 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE WEST MAIL CREEK TRAIL SPF SEAN.FAHEY 28 1" = 40'N/A N PROPOSED GRADE (WEST MAIL CREEK TRAIL) EXISTING GROUND C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 8 : 3 6 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:28 AM FILE NAME: CO-6324-22-RDPP-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X REFER TO ROADWAY DETAIL SHEET 36 FOR ADDITIONAL INFO HCL WEST MAIL CREEK TRAIL EXISTING ROW CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 204+0 0 205+00 206+00 207+00 208+00 PC : 2 0 6 + 6 5 . 0 9 PC : 2 0 4 + 2 0 . 7 1 P T : 2 0 7 + 0 1 . 5 3 PT : 2 0 4 + 9 7 . 1 6 STA:204+25.00 OFF:4.00' LT SW STA:209+64.33 OFF:14.00' LT EL: 4959.92 STA:209+64.33 OFF:16.00' LT GRADE BREAK STA:205+75.18 OFF:31.38' LT GRADE BREAK STA:205+99.55 OFF:29.17' LT GRADE BREAK STA:204+58.95 OFF:8.37' RT GREADE BREAK STA:206+77.66 OFF:23.04' RT GRADE BREAK STA:204+58.77 OFF:17.64' LT MA T C H L I N E S T A T I O N - 2 0 4 + 2 5 . 0 0 M A T C H L I N E S T A T I O N - 2 0 8 + 5 0 . 0 0 4945 4950 4960 4970 4945 4950 4960 4970 -1.52% -0.19% PVI STA 204+50.00 EL 4962.82' VC 200.00' K 72.86 PV T S T A 2 0 5 + 5 0 . 0 0 EL 4 9 6 1 . 3 0 ' HP STA 204+39.44 EL 4962.14' PVI STA 206+75.00 EL 4959.41' VC 100.00' K 75.58 PV C S T A 2 0 6 + 2 5 . 0 0 EL 4 9 6 0 . 1 7 ' PV T S T A 2 0 7 + 2 5 . 0 0 EL 4 9 5 9 . 3 1 ' PVI STA 208+25.00 EL 4959.12' VC 100.00' K 78.69 PV C S T A 2 0 7 + 7 5 . 0 0 EL 4 9 5 9 . 2 1 ' LP STA 207+90.29 EL 4959.20' 49 6 0 . 3 49 6 2 . 1 4 49 6 0 . 1 49 6 2 . 0 6 205+00 49 6 0 . 0 49 6 1 . 8 9 49 5 9 . 9 49 6 1 . 6 4 49 5 9 . 9 49 6 1 . 3 0 49 5 9 . 9 49 6 0 . 9 2 206+00 49 5 9 . 9 49 6 0 . 5 5 49 6 0 . 0 49 6 0 . 1 7 49 6 0 . 1 49 5 9 . 8 3 49 6 0 . 1 49 5 9 . 5 7 207+00 49 6 0 . 2 49 5 9 . 4 0 49 6 0 . 3 49 5 9 . 3 1 49 6 0 . 5 49 5 9 . 2 6 49 6 0 . 6 49 5 9 . 2 1 208+00 49 6 0 . 5 49 5 9 . 2 0 49 6 0 . 6 49 5 9 . 2 7 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE WEST MAIL CREEK TRAIL SPF SEAN.FAHEY 29 1" = 40'N/A N PROPOSED GRADE (WEST MAIL CREEK TRAIL) EXISTING GROUND C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 8 : 4 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:28 AM FILE NAME: CO-6324-22-RDPP-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X HCL WEST MAIL CREEK TRAIL EXISTING ROW CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 209+00 210+00 211+00 212+00 213+00 P C : 2 0 9 + 2 8 . 1 2 PC : 2 1 1 + 7 3 . 7 2 PT : 2 0 9 + 9 3 . 5 8 PT : 2 1 1 + 9 5 . 5 2 SW STA:209+64.33 OFF:4.00' LT EL: 4960.07 SW STA:210+11.99 OFF:0.00' T EL: 4959.78 SW STA:210+36.99 OFF:4.00' LT EL: 4959.48 SW STA:209+64.33 OFF:14.00' LT EL: 4959.92 SW STA:209+90.17 OFF:10.00' LT EL: 4960.13 SW STA:210+11.99 OFF:10.00' LT EL: 4959.93 SW STA:210+36.99 OFF:14.00' LT EL: 4959.33 EOG STA:209+64.33 OFF:0.00' T SW STA:209+87.47 OFF:0.00' T EL: 4960.00 EOG STA:210+36.99 OFF:0.00' T EOG STA:209+64.33 OFF:16.00' LT SW STA:209+87.47 OFF:10.00' LT EL: 4960.15 EOG STA:210+36.99 OFF:16.00' LT SW (BEGIN CROSS SLOPE TRANS) SW STA:209+95.00 OFF:14.00' LT EL: 4960.10 SW STA:210+05.00 OFF:14.00' LT EL: 4960.10 SW STA:210+10.00 OFF:10.00' LT EL: 4959.95 M A T C H L I N E S T A T I O N - 2 0 8 + 5 0 . 0 0 MA T C H L I N E S T A T I O N - 2 1 2 + 7 5 . 0 0 4945 4950 4960 4970 4945 4950 4960 4970 -0.94%1.08% -0.19% PVI STA 209+45.00 EL 4960.41' VC 100.00' K 49.56 PV C S T A 2 0 8 + 9 5 . 0 0 EL 4 9 5 9 . 8 7 ' PV T S T A 2 0 9 + 9 5 . 0 0 EL 4 9 5 9 . 9 4 ' HP STA 209+48.36 EL 4960.16' PVI STA 208+25.00 EL 4959.12' VC 100.00' K 78.69 PV T S T A 2 0 8 + 7 5 . 0 0 EL 4 9 5 9 . 6 5 ' PVI STA 211+50.00 EL 4958.48' VC 100.00' K 133.33 PV C S T A 2 1 1 + 0 0 . 0 0 EL 4 9 5 8 . 9 5 ' PV T S T A 2 1 2 + 0 0 . 0 0 EL 4 9 5 8 . 3 8 ' 49 6 0 . 8 49 5 9 . 6 5 209+00 49 6 0 . 7 49 5 9 . 9 2 49 6 0 . 7 49 6 0 . 1 0 49 6 0 . 8 49 6 0 . 1 6 49 6 0 . 0 49 6 0 . 0 8 210+00 49 5 9 . 2 49 5 9 . 8 9 49 5 8 . 6 49 5 9 . 6 5 49 5 8 . 8 49 5 9 . 4 2 49 5 8 . 5 49 5 9 . 1 8 211+00 49 5 8 . 4 49 5 8 . 9 5 49 5 8 . 3 49 5 8 . 7 4 49 5 8 . 0 49 5 8 . 5 7 49 5 7 . 7 49 5 8 . 4 5 212+00 49 5 7 . 7 49 5 8 . 3 8 49 5 7 . 8 49 5 8 . 3 4 49 5 7 . 8 49 5 8 . 2 9 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE WEST MAIL CREEK TRAIL SPF SEAN.FAHEY 30 1" = 40'N/A N EXISTING GROUND PROPOSED GRADE (WEST MAIL CREEK TRAIL) C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 8 : 5 3 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:28 AM FILE NAME: CO-6324-22-RDPP-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X HCL WEST MAIL CREEK TRAIL EXISTING ROW CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) NOTES: 1. REFER TO STRUCTURE PLANS FOR ADDITIONAL INFORMATION. 2. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES. 3. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES, CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 213+00 214+00 215+00 216+00 2 1 6 + 7 2 P I : 2 1 3 + 0 8 . 2 4 P C : 2 1 3 + 3 9 . 5 2 PC : 2 1 6 + 3 0 . 1 5 P T : 2 1 3 + 6 0 . 4 7 PT: 2 1 6 + 4 9 . 7 4 SW (BEGIN CROSS SLOPE TRANS) STA:214+00.00 OFF:4.00' LT SW (END CROSS SLOPE TRANS) STA:214+25.00 OFF:4.00' LT SW STA:215+75.00 OFF:4.00' LT EL: 4958.18 SW STA:215+95.15 OFF:4.00' LT EL: 4957.03 EOG STA:214+00.00 OFF:16.00' LT SW (END CROSS SLOPE TRANS) STA:214+25.00 OFF:14.00' LT SW STA:215+75.00 OFF:14.00' LT EL: 4958.33 SW STA:215+95.15 OFF:14.00' LT EL: 4957.18 END SW STA:216+60.51 OFF:10.00' LT EL: 4956.19 EOG STA:214+00.00 OFF:0.00' T EOG STA:214+25.00 OFF:0.00' T EOG STA:215+75.00 OFF:0.00' T EOG STA:215+95.15 OFF:0.00' T SW STA:216+20.15 OFF:0.00' T EL: 4956.97 SW (BEGIN CROSS SLOPE TRANS) STA:214+00.00 OFF:14.00' LT EOG STA:214+25.00 OFF:16.00' LT EOG STA:215+75.00 OFF:16.00' LT EOG STA:215+95.15 OFF:16.00' LT SW STA:216+20.15 OFF:10.00' LT EL: 4957.12 END SW STA:216+60.51 OFF:0.00' T EL: 4956.09 END PROPOSED CHAIN LINK FENCE STA:216+60.04 OFF:6.70' RT BEGIN PROPOSED CHAIN LINK FENCE STA:216+30.15 OFF:2.69' RT BREAK STA:216+21.55 OFF:47.00' LT EL: 4953.16 BREAK STA:216+28.22 OFF:40.02' LT EL: 4957.13 BREAK STA:216+26.64 OFF:39.04' LT EL: 4957.15 BREAK STA:216+60.39 OFF:14.41' LT EL: 4956.46 M A T C H L I N E S T A T I O N - 2 1 2 + 7 5 . 0 0 4945 4950 4960 4970 4945 4950 4960 4970 0.61% -0.19%-1.74% -2.98% PV I 2 1 6 + 6 1 . 4 0 EL 4 9 5 6 . 0 7 ' PVI STA 213+55.00 EL 4958.09' VC 50.00' K 32.30 PV C S T A 2 1 3 + 3 0 . 0 0 EL 4 9 5 8 . 1 3 ' PV T S T A 2 1 3 + 8 0 . 0 0 EL 4 9 5 7 . 6 5 ' PVI STA 216+25.00 EL 4957.15' VC 50.00' K 13.92 PV C S T A 2 1 6 + 0 0 . 0 0 EL 4 9 5 7 . 0 0 ' PV T S T A 2 1 6 + 5 0 . 0 0 EL 4 9 5 6 . 4 1 ' HP STA 216+08.50 EL 4957.02' PVI STA 214+65.00 EL 4956.17' VC 100.00' K 42.57 PV C S T A 2 1 4 + 1 5 . 0 0 EL 4 9 5 7 . 0 4 ' PV T S T A 2 1 5 + 1 5 . 0 0 EL 4 9 5 6 . 4 8 ' LP STA 214+89.02 EL 4956.40' 49 5 7 . 7 49 5 8 . 1 9 49 5 7 . 7 49 5 8 . 1 4 49 5 7 . 8 49 5 8 . 0 3 49 5 6 . 8 49 5 7 . 7 4 214+00 49 5 6 . 5 49 5 7 . 3 0 49 5 6 . 2 49 5 6 . 8 8 49 5 6 . 2 49 5 6 . 5 8 49 5 6 . 1 49 5 6 . 4 2 215+00 49 5 6 . 1 49 5 6 . 4 1 49 5 6 . 1 49 5 6 . 5 4 49 5 6 . 3 49 5 6 . 6 9 49 5 6 . 4 49 5 6 . 8 5 216+00 49 5 7 . 0 49 5 7 . 0 0 49 5 7 . 5 49 5 6 . 9 3 49 5 7 . 9 49 5 6 . 4 1 49 5 6 . 7 217+00 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE WEST MAIL CREEK TRAIL SPF SEAN.FAHEY 31 1" = 40'N/A N EXISTING GROUNDPROPOSED GRADE (WEST MAIL CREEK TRAIL) C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 2 9 : 0 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:29 AM FILE NAME: CO-6324-22-RDPP-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X PROPOSED CHAIN LINK FENCE HCL WEST MAIL CREEK TRAIL EXISTING ROW CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 0+00 1+ 0 0 2+00 2+63 PI : 2 + 2 2 . 2 0 PI : 2 + 5 1 . 0 1 PC : 0 + 8 0 . 6 7 PC: 1+15.8 1 PT: 0+97.6 2 PT : 1 + 4 6 . 0 4 SW STA:2+58.45 OFF:4.00' LT EL: 4954.11 SW STA:2+58.45 OFF:4.00' RT EL: 4954.23 SW STA:1+51.45 OFF:4.00' RT SW STA:1+51.45 OFF:4.88' LT SW STA:1+45.13 OFF:5.03' LT SW STA:1+44.52 OFF:4.96' RT BEGIN SW (END STRUCTURE) STA:0+74.42 OFF:6.00' RT BEGIN SW (END STRUCTURE) STA:0+74.42 OFF:6.00' LT MAIL CREEK CROSSING 4950 4960 4970 4950 4960 4970 -1.25% -6.84% 1.50%0.00% -2.16% PV I 0 + 1 8 . 0 0 EL 4 9 5 9 . 8 9 ' PV I 1 + 4 6 . 0 4 EL 4 9 5 6 . 6 0 ' PV I 0 + 3 2 . 0 0 EL 4 9 6 0 . 1 0 ' PV I 0 + 7 2 . 0 0 EL 4 9 6 0 . 1 0 ' PV I 2 + 5 8 . 4 5 EL 4 9 5 4 . 1 7 ' PVI STA 1+00.00 EL 4959.75' VC 50.00' K 8.94 PV C S T A 0 + 7 5 . 0 0 EL 4 9 6 0 . 0 6 ' PV T S T A 1 + 2 5 . 0 0 EL 4 9 5 8 . 0 4 ' 49 5 9 . 7 49 6 0 . 0 0 49 5 9 . 8 49 6 0 . 1 0 49 5 8 . 2 49 6 0 . 0 6 1+00 49 5 7 . 1 49 5 9 . 4 0 49 5 7 . 0 49 5 8 . 0 4 49 5 6 . 3 49 5 6 . 5 1 49 5 5 . 7 49 5 5 . 9 7 2+00 49 5 5 . 1 49 5 5 . 4 3 49 5 4 . 6 49 5 4 . 8 9 49 5 4 . 3 49 5 4 . 3 5 BNC STA: 0+00.00 LT EOP - 0.00% RT EOP - 0.00% BNC STA: 1+06.71 LT EOP - 1.50% RT EOP - -1.50% BFS STA: 0+80.67 LT EOP: -1.50% RT EOP: 1.50% EFS STA: 0+97.62 LT EOP: -1.50% RT EOP: 1.50% ENC STA: 0+72.00 LT EOP - 0.00% RT EOP - 0.00% LC STA: 1+47.25 LT EOP: -1.50% RT EOP: 1.50% RC STA: 1+35.70 LT EOP: 1.50% RT EOP: -1.50% STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE MAIL CREEK CROSSING SPF SEAN.FAHEY 32 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 4 , 9 / 2 9 / 2 0 2 3 8 : 3 0 : 3 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:30 AM FILE NAME: CO-6324-22-RDPP-04.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EXISTING GROUND PROPOSED GRADE CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) HCL MAIL CREEK CROSSING PROPOSED PERMANENT EASEMENT NOTES: 1. REFER TO STRUCTURE PLANS FOR ADDITIONAL INFORMATION. 2. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES. 3. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES, CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA PI : 3 0 0 + 5 5 . 4 6 PI : 3 0 2 + 0 4 . 0 0 P I : 3 0 3 + 8 0 . 3 4 PC : 3 0 2 + 5 2 . 8 2 P T : 3 0 3 + 2 9 . 8 6 BEGIN CONSTRUCTION STA:300+20.11 OFF:0.00' T SW STA:304+65.00 OFF:4.00' LT EL: 4953.22 EOG STA:300+60.00 OFF:0.00' T EOG STA:300+60.00 OFF:8.00' LT EOG STA:304+65.00 OFF:16.00' LT STA:304+75.92 OFF:0.00' T SW STA:301+40.34 OFF:14.00' LT SW STA:301+40.34 OFF:4.00' LT GRADE BREAK STA:301+40.23 OFF:17.99' LT GRADE BREAK STA:302+53.21 OFF:18.01' LT GRADE BREAK STA:303+30.73 OFF:17.93' LT 300+00 301+00 302+00 303+00 304+00 M A T C H L I N E S T A T I O N - 3 0 4 + 2 5 . 0 0 4940 4950 4960 4970 4940 4950 4960 4970 -0.68% -0.55% PV I 3 0 0 + 2 0 . 1 1 EL 4 9 5 6 . 0 7 ' PV I 3 0 0 + 5 5 . 4 6 EL 4 9 5 5 . 8 3 ' 49 5 6 . 0 49 5 6 . 0 3 49 5 5 . 9 49 5 5 . 8 6 49 5 5 . 6 49 5 5 . 7 2 301+00 49 5 5 . 4 49 5 5 . 5 8 49 5 5 . 1 49 5 5 . 4 4 49 5 4 . 9 49 5 5 . 3 1 49 5 4 . 8 49 5 5 . 1 7 302+00 49 5 4 . 7 49 5 5 . 0 3 49 5 4 . 5 49 5 4 . 9 0 49 5 4 . 4 49 5 4 . 7 6 49 5 4 . 2 49 5 4 . 6 2 303+00 49 5 4 . 1 49 5 4 . 4 8 49 5 4 . 0 49 5 4 . 3 5 49 5 3 . 9 49 5 4 . 2 1 49 5 3 . 8 49 5 4 . 0 7 304+00 49 5 3 . 6 49 5 3 . 9 4 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE EAST MAIL CREEK TRAIL - ADD ALT SPF SEAN.FAHEY 33 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 3 1 : 0 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:31 AM FILE NAME: CO-6324-22-RDPP-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X PROPOSED GRADE EXISTING GROUND CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) HCL EAST MAIL CREEK TRAIL PROPOSED PERMANENT EASEMENT NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES. 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES, CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA P I : 3 0 3 + 8 0 . 3 4 P C : 3 0 4 + 8 3 . 7 2 PC : 3 0 5 + 8 9 . 4 2 PC : 3 0 8 + 7 5 . 3 7 PT : 3 0 5 + 7 8 . 8 4 PT : 3 0 6 + 2 3 . 6 6 R5.00' R5.00' SW STA:306+59.98 OFF:4.00' LT EL: 4951.78 SW STA:304+65.00 OFF:4.00' LT EL: 4953.22 SW STA:304+65.00 OFF:14.00' LT EL: 4953.37 SW STA:305+10.00 OFF:1.00' LT EL: 4952.93 SW STA:305+88.01 OFF:10.00' LT EL: 4952.16 SW STA:306+75.00 OFF:14.00' LT EL: 4951.85EOG STA:304+65.00 OFF:16.00' LT EOG STA:304+75.92 OFF:0.00' T SW STA:305+26.77 OFF:0.00' T EL: 4952.76 SW STA:305+65.00 OFF:10.00' LT EL: 4952.66 SW STA:305+51.90 OFF:22.03' LT EL: 4952.71 SW STA:305+44.11 OFF:21.82' LT EL: 4952.98 SW STA:304+95.00 OFF:2.00' LT EL: 4953.03 SW STA:305+88.18 OFF:1.56' LT EL: 4952.12 EOG STA:306+60.00 OFF:16.00' LT EOG STA:306+50.00 OFF:0.00' T SW STA:305+10.00 OFF:11.00' LT EL: 4953.08 SW STA:305+39.27 OFF:10.00' LT EL: 4952.82 STA:305+44.05 OFF:14.01' LT EL: 4952.94 SW STA:305+48.04 OFF:9.99' LT EL: 4952.85 SW STA:305+51.81 OFF:16.00' LT EL: 4953.08 SW STA:305+47.92 OFF:21.00' LT GRADE BREAK STA:305+25.10 OFF:12.01' LT GRADE BREAK STA:304+65.31 OFF:17.97' LT 304+00 305+00 306+00 307+00 308+00 M A T C H L I N E S T A T I O N - 3 0 4 + 2 5 . 0 0 MA T C H L I N E S T A T I O N - 3 0 8 + 5 0 . 0 0 4940 4950 4960 4970 4940 4950 4960 4970 -0.55%-0.60%-4.17%-0.80%-0.50% PV I 3 0 5 + 2 5 . 0 0 EL 4 9 5 3 . 2 5 ' PV I 3 0 5 + 7 0 . 0 0 EL 4 9 5 2 . 9 8 ' PV I 3 0 5 + 7 9 . 6 4 EL 4 9 5 2 . 5 8 ' PV I 3 0 5 + 9 5 . 0 0 EL 4 9 5 2 . 4 6 ' 49 5 3 . 2 49 5 3 . 6 6 49 5 3 . 1 49 5 3 . 5 2 305+00 49 5 3 . 0 49 5 3 . 3 9 49 5 2 . 9 49 5 3 . 2 5 49 5 2 . 7 49 5 3 . 1 0 49 5 2 . 6 49 5 2 . 7 7 306+00 49 5 2 . 5 49 5 2 . 4 3 49 5 2 . 3 49 5 2 . 3 1 49 5 2 . 2 49 5 2 . 1 8 49 5 2 . 0 49 5 2 . 0 6 307+00 49 5 1 . 9 49 5 1 . 9 4 49 5 1 . 8 49 5 1 . 8 1 49 5 1 . 7 49 5 1 . 6 9 49 5 1 . 5 49 5 1 . 5 6 308+00 49 5 1 . 4 49 5 1 . 4 4 49 5 1 . 3 49 5 1 . 3 2 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE EAST MAIL CREEK TRAIL - ADD ALT SPF SEAN.FAHEY 34 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 3 1 : 1 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:31 AM FILE NAME: CO-6324-22-RDPP-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X PROPOSED GRADE EXISTING GROUND CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) HCL EAST MAIL CREEK TRAIL PROPOSED PERMANENT EASEMENT NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES. 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES, CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA PI : 3 1 0 + 3 1 . 9 5 PI : 3 1 0 + 8 0 . 4 8 P C : 3 0 8 + 7 5 . 3 7 PT : 3 1 0 + 1 7 . 2 7 SW STA:310+80.57 OFF:0.00' RT SW STA:310+80.57 OFF:8.00' LT END CONSTRUCTION STA:312+00.00 OFF:0.00' T EL: 4950.80 SW STA:312+00.00 OFF:10.00' LT EL: 4950.86 SW STA:309+72.30 OFF:4.00' LT EL: 4950.23 SW STA:309+72.30 OFF:14.00' LT EL: 4950.38 EOG STA:309+72.30 OFF:0.00' T SW STA:310+07.68 OFF:0.00' LT EL: 4949.99 SW STA:310+97.39 OFF:0.00' T SW STA:310+97.39 OFF:10.00' LT EOG STA:309+72.29 OFF:16.00' LT SW STA:310+07.68 OFF:8.00' LT EL: 4950.04GRADE BREAK STA:309+40.48 OFF:20.97' LT GRADE BREAK STA:310+62.64 OFF:12.98' LT STA:310+19.92 OFF:10.05' LT GRADE BREAK STA:310+97.50 OFF:12.72' LT GRADE BREAK STA:310+06.17 OFF:3.69' RT 312+50 308+00 309+00 310+00 311+00 312+00 M A T C H L I N E S T A T I O N - 3 0 8 + 5 0 . 0 0 4940 4950 4960 4970 4940 4950 4960 4970 0.42%0.54%0.64%0.02%0.48%-0.50% PV I 3 1 0 + 1 7 . 2 7 EL 4 9 5 0 . 3 6 ' PV I 3 1 0 + 3 1 . 9 5 EL 4 9 5 0 . 3 6 ' PV I 3 1 0 + 5 0 . 0 0 EL 4 9 5 0 . 4 4 ' PV I 3 1 0 + 7 5 . 0 0 EL 4 9 5 0 . 5 7 ' PV I 3 1 1 + 0 0 . 0 0 EL 4 9 5 0 . 7 3 ' PV I 3 1 2 + 0 0 . 0 0 EL 4 9 5 1 . 2 1 ' 49 5 1 . 0 49 5 1 . 0 7 309+00 49 5 0 . 8 49 5 0 . 9 4 49 5 0 . 7 49 5 0 . 8 2 49 5 0 . 5 49 5 0 . 6 9 49 5 0 . 4 49 5 0 . 5 7 310+00 49 5 0 . 4 49 5 0 . 4 5 49 5 0 . 4 49 5 0 . 3 6 49 5 0 . 4 49 5 0 . 4 4 49 5 0 . 6 49 5 0 . 5 7 311+00 49 5 0 . 7 49 5 0 . 7 3 49 5 0 . 8 49 5 0 . 8 5 49 5 0 . 9 49 5 0 . 9 7 49 5 1 . 1 49 5 1 . 0 9 312+00 49 5 1 . 2 49 5 1 . 2 1 49 4 9 . 9 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PLAN AND PROFILE EAST MAIL CREEK TRAIL - ADD ALT SPF SEAN.FAHEY 35 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D P P - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 3 1 : 2 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:31 AM FILE NAME: CO-6324-22-RDPP-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X PROPOSED GRADE EXISTING GROUND CONCRETE SIDEWALK (5 INCH) LEGEND AGGREGATE BASE COURSE (CLASS 7) TOPSOIL (ONSITE) BORROW (DITCH LINER) HCL EAST MAIL CREEK TRAIL PROPOSED PERMANENT EASEMENT NOTES: 1. ALL UTILITIES SHOWN ARE QUALITY LEVEL D. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES. 2. CONTRACTOR MAY COME INTO CONFLICT WITH IRRIGATION STRUCTURES, CONTRACTOR SHALL COORDINATE WITH OWNER FOR ADJUSTMENTS AND RELOCATIONS NECESSARY 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 2 0 2 + 0 0 PT: 2 0 1 + 7 8 . 5 0 PT-01 PT-02 PT-03 PT-04 PT-05 PT-06 PT-07 PT-08 PT-09 PT-10 PT-11 PT-12 -1.50% STORM DRAIN DETAIL POINT DETAIL POINT NUMBER STATION OFFSET ELEVATION NORTHING EASTING DESCRIPTION PT-01 201+70.18 16.50 LT 4961.02 101222.8953 205498.5691 FLOWLINE PT-02 201+70.18 15.50 LT 4961.05 101222.2400 205497.8163 FLOWLINE PT-03 201+70.18 14.00 LT 4961.10 101221.2546 205496.6846 CONCRETE PT-04 201+70.18 17.60 LT 4960.98 101223.6210 205499.4026 CONCRETE PT-05 201+70.18 18.01 LT 4960.96 101223.8868 205499.7080 CONCRETE PT-06 201+99.97 17.50 LT 4961.44 101198.6074 205518.1326 FLOWLINE PT-07 201+99.97 16.50 LT 4961.45 101198.0170 205517.3279 FLOWLINE PT-08 201+99.97 14.00 LT 4961.44 101196.5374 205515.3116 CONCRETE PT-09 201+99.97 18.60 LT 4961.43 101199.2612 205519.0236 CONCRETE PT-10 201+99.97 19.00 LT 4961.42 101199.4954 205519.3427 CONCRETE PT-11 201+77.42 28.10 LT 4960.71 101223.3010 205513.1560 CONCRETE PT-12 201+88.37 32.50 LT 4960.92 101216.8330 205523.3680 CONCRETE STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS ROADWAY DETAILS SIDEWALK DRAIN DETAIL SPF SEAN.FAHEY 36 1" = ##'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - R D D T - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 2 : 0 6 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:32 AM FILE NAME: CO-6324-22-RDDT-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 1.00' 0.50' AGGREGATE BASE COURSE (CLASS 6) 10.00' CONCRETE SIDEWALK (5 INCH) WIDTH VARIES CONCRETE PAID UNDER SIDEWALK DRAIN VARIES 1.00' 0.50' FLOWLINE PGL WEST MAIL CREEK TRAIL SLOPE VARIES SEE DETAIL ABOVE 14.5" 12" ROLLED STEEL TREAD PLATE (DIAMOND PATTERN) L = 1 14" x 1 14" x 14" 3" #4 BAR WELDED AT 12" O.C NELSON STANDARD ANCHOR OR EQUIVALENT (TYPICAL BOTH SIDES) ANGLE IRON TO BE DRILLED AND THREADED TO RECEIVE SCREW 12" x 1" FLAT HEAD MACHINED SCREW BRASS OR ELECTRO-GALVANIZED FINISH 12" O.C. (TYPICAL BOTH SIDES) CONCRETE TO BE DRILLED TO ALLOW SCREW TO EXTEND INTO THE CONCRETE (TYPICAL BOTH SIDES) 0.50' CONCRETE CLASS B CONCRETE CLASS B FLOWLINEHCL WEST MAIL CREEK TRAIL 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA GENERAL EROSION CONTROL REQUIREMENTS THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING. 1. THE PROPERTY OWNER, OWNER’S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. 2. THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. 3. THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. 4. THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS. 5. THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 6. AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 7. ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. 8. AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 9. AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 10. THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS’ 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY 11. THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES 12. THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS. 13. ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. 14. THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. 15. AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL. 16. INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR. 17. ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY. 18. ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC. 19. ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES’ DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES. LAND DISTURBANCE, STOCKPILES AND STORAGE OF SOILS 20. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 21. PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. 22. ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. 23. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. 24. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. 25. ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 26. ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 27. ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS SWMP NOTES 01 SPF HAEDEN.YUNE 37 1" = ##'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 3 : 3 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:33 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA LAND DISTURBANCE, STOCKPILES AND STORAGE OF SOILS (CONTINUED) 28. ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. 29. ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. 30. NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 31. ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. VEHICLE TRACKING 32. AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). 33. IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. 34. CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). 35. IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. LOADING AND UNLOADING OPERATIONS 36. THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS AND CHEMICALS 37. ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 38. ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING 39. PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS 40. THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT 41. ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT 42. THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS 43. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. CONCRETE SAW CUTTING MATERIALS 44. SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. WASTE MATERIALS STORAGE AND SANITARY FACILITIES 45. TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. 46. SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS 47. SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE’S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 48. SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS SWMP NOTES 02 SPF HAEDEN.YUNE 38 1" = ##'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 3 : 3 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:33 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA FINAL STABILIZATION AND PROJECT COMPLETION 49. ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY. 50. ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 51. ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. 52. SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 53. ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. 54. ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. 55. ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 56. THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 57. THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. 58. THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS SWMP NOTES 03 SPF HAEDEN.YUNE 39 1" = ##'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 3 : 3 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:33 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X DISTURBED PROJECT AREA ON-SITE DISTURBED AREA OFF-SITE DISTURBED AREA STAGING/ STORAGE AREA HAUL ROAD AREA CONSTRUCTION VEHICLE TRACKING AREA ESTIMATED PERCENT OF PROJECT EXPOSED ESTIMATED PERCENT OF VEGETATIVE COVER EXISTING SOIL TYPE(S)GROUNDWATER DEPTH NUMBER OF PHASES VOLUME OF IMPORT/EXPORT MATERIALS STEEPEST SLOPE DISTANCE FROM SENSITIVE AREA ACRES ACRES ACRES ACRES ACRES ACRES %%-FEET #CUBIC FEET H:V FEET 3.97 2.41 1.56 XX XX XX 37.5% FORT COLLINS LOAM, NUNN CLAY LOAM >6.5 XX 124267 (EXPORT)1:1 3000 XX - TO BE DETERMINED BY CONTRACTOR INITIAL INTERIM FINAL BEST MANAGEMENT PRACTICES (BMP)SYMBOL PRE-DISTURBANC E AND SITE ACCESS DITCH CLEARING AND GRUBBING DITCH DEMOLITION AND CONSTRUCTION TRAIL INFRASTRUCTUR E & FINAL GRADING LANDSCAPING AND FINAL STABILIZATION MEASURES CONCRETE WASHOUT STRUCTURE CWA I M M M R DUST ABATEMENT DC X X X X X EROSION BALES (WEED FREE)EB I M R EROSION LOG TYPE 1 (12 INCH)SCL I M R STORM DRAIN INLET PROTECTION (TYPE I)IP I M M M R MULCHING (WEED FREE)MU I M PERMANENT SEEDING (SEEDING (NATIVE) DRILL)PS I SILT FENCE SF I M M M R SWEEPING SW X X X X X VEHICLE TRACKING PAD VTP I M M M R I: INSTALL M: MAINTAIN R: REMOVE X: ONGOING 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 110+64 10 0 + 0 0 10 5 + 0 0 11 0 + 0 0 300+00 305+00 310+00 312+50 216+72 200+0 0 205 + 0 0 21 0 + 0 0 21 5 + 0 0 0+0 0 2+6 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EROSION CONTROL KEY MAP SPF SEAN.FAHEY 40 1" = 200'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - K M A P - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 4 : 3 2 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:34 AM FILE NAME: CO-6324-22-KMAP-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X ZEPHYR RD S. T I M B E R L I N E R D TI L D E N S T SPRUCE CREEK DR SP I N D L E B U S H L N 41 - WEST TRAIL INITIAL EROSION CONTROL 49 - WEST TRAIL INTERIM EROSION CONTROL 57 - WEST TRAIL FINAL EROSION CONTROL 42 - WEST TRAIL INITIAL EROSION CONTROL 50 - WEST TRAIL INTERIM EROSION CONTROL 58 - WEST TRAIL FINAL EROSION CONTROL 43 - WEST TRAIL INITIAL EROSION CONTROL 51 - WEST TRAIL INTERIM EROSION CONTROL 59 - WEST TRAIL FINAL EROSION CONTROL 44 - WEST TRAIL INITIAL EROSION CONTROL 52 - WEST TRAIL INTERIM EROSION CONTROL 60 - WEST TRAIL FINAL EROSION CONTROL 45 - WEST TRAIL INITIAL EROSION CONTROL 53 - WEST TRAIL INTERIM EROSION CONTROL 61 - WEST TRAIL FINAL EROSION CONTROL 46 - EAST TRAIL INTIAL EROSION CONTROL - ADD ALT 54 - EAST TRAIL INTERIM EROSION CONTROL - ADD ALT 62 - EAST TRAIL FINAL EROSION CONTROL - ADD ALT 47 - EAST TRAIL INTIAL EROSION CONTROL - ADD ALT 55 - EAST TRAIL INTERIM EROSION CONTROL - ADD ALT 63 - EAST TRAIL FINAL EROSION CONTROL - ADD ALT 48 - EAST TRAIL INTIAL EROSION CONTROL - ADD ALT 56 - EAST TRAIL INTERIM EROSION CONTROL - ADD ALT 64 - EAST TRAIL FINAL EROSION CONTROL - ADD ALT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 200+00 205+00 PI : 2 0 0 + 5 6 . 2 9 PC : 2 0 2 + 5 4 . 2 6 P C : 2 0 0 + 3 5 . 1 2 PC : 2 0 4 + 2 0 . 7 1 PT : 2 0 1 + 7 8 . 5 PT : 2 0 2 + 7 4 . 8 8 P T : 2 0 4 + 9 7 . 1 6 SF SF SF SF SF SF SF SF SFLDALDALDALDA LDA LDA LDA LDA LD A LD A LDA L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A LDA LDA LDA L D A LDA L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A LDA LDA LDA L D A LDA PF 4 9 5 8 . 0 0 4 9 5 6 . 0 0 4955. 0 0 4960.00 4 9 6 1 . 0 0 M A T C H L I N E S T A T I O N - 2 0 5 + STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INITIAL EROSION CONTROL SPF HAEDEN.YUNE 41 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 5 : 2 5 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:35 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB IP HCL WEST MAIL CREEK TRAIL SF SF VTC 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 200+00 201+0 0 202+00 203+00 204+00 205+00 PI : 2 0 0 + 5 6 . 2 9 P C : 2 0 0 + 7 3 . 1 1 PC : 2 0 2 + 5 4 . 2 6 P C : 2 0 0 + 3 5 . 1 2 PC : 2 0 4 + 2 0 . 7 1 PT : 2 0 1 + 7 8 . 5 0 PT : 2 0 2 + 7 4 . 8 8 P T : 2 0 0 + 5 4 . 5 5 P T : 2 0 4 + 9 7 . 1 6 SF SF SF SF SF SF SF SF SF SF SF SFLDALDALDALDA LDA LDA LDA LDA LDA LD A LDA LDALDALDA L D A L D A LDA LD A LD A LDA L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A LDA LDA LDA L D A LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA SF SF S F PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF P F PF PF PF PF PF PF 4 9 6 0 . 0 0 49 5 9 . 0 0 4 9 5 8 . 0 0 4957.00 4 9 5 6 . 0 0 4955. 0 0 4961.0 0 4956.00 4957.00 4958.00 4959.00 4960.00 4961.00 4960.00 4 9 6 1 . 0 0 M A T C H L I N E S T A T I O N - 2 0 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INITIAL EROSION CONTROL SPF HAEDEN.YUNE 42 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 5 : 2 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:35 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB IP HCL WEST MAIL CREEK TRAIL SF PLASTIC FENCE SF EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 205+00 206+00 207+00 208+00 209+00 210+00 P C : 2 0 6 + 6 5 . 0 9 P C : 2 0 9 + 2 8 . 1 2 P T : 2 0 7 + 0 1 . 5 3 P T : 2 0 4 + 9 7 . 1 6 PT : 2 0 9 + 9 3 . 5 8 0+ 0 0 1+00 2 + 0 0 2 + 6 3 PC: 0+80.67 P T : 0 + 9 7 . 6 2 PC : 1 + 1 5 . 8 1 PT: 1+46.04 PI: 2+22.20 PI: 2+51.01 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF L D A L D A L D A L D A LDA L D A L D A L D A L D A LDA LDA LDALDALDA LDA LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA LDALDALDALDALDALDALDALDALDA LDA LDA LDA LDA L D A L D A L D A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA L D A LDA LDA LDA L D A 4958.00 4957.00 4956.00 4959.00 4960.00 4961.00 4960.00 4955.00 4960.00 49 5 5 . 0 0 49 5 6 . 0 0 4958.00 M A T C H L I N E S T A T I O N - 2 0 5 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 2 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INITIAL EROSION CONTROL SPF HAEDEN.YUNE 43 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 5 : 3 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:35 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X HCL WEST MAIL CREEK TRAIL HCL MAIL CREEK CROSSING SCL EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 210+00 211+00 212+00 213+00 214+00 215+00 PI : 2 1 3 + 0 8 . 2 4 P C : 2 1 3 + 3 9 . 5 2 PC : 2 1 1 + 7 3 . 7 2 PT : 2 1 3 + 6 0 . 4 7 PT : 2 0 9 + 9 3 . 5 8 P T : 2 1 1 + 9 5 . 5 2 0+ 0 0 1+00 P T : 0 + 9 7 . 6 2 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SFSF SF SF SF SFSFSF LDA LDA LDA LDA LD A LDA LDA LDA LD A LDA LDA LDA LDA LDA LDA LDA LDA L D A LDA LDA LDA LDA L D A LDA LDA LDA LDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDA PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF P F PF PF PF PF PF PF PF PF PF 4957.00 4956.00 4958.00 4958.00 4959.00 4958.00 4958.00 4959.00 4958.00 4957.00 4957.00 4956.00 4957.00 MA T C H L I N E S T A T I O N - 2 1 0 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 2 1 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INITIAL EROSION CONTROL SPF HAEDEN.YUNE 44 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 5 : 4 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:35 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB HCL WEST MAIL CREEK TRAIL SCL EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 214+00 215+00 216+00 2 1 6 + 7 2 P I : 2 1 3 + 0 8 . 2 4 P C : 2 1 3 + 3 9 . 5 2 P C : 2 1 6 + 3 0 . 1 5 P T : 2 1 3 + 6 0 . 4 7 PT: 2 1 6 + 4 9 . 7 4 300 + 0 0 301 + 0 0 PI: 3 0 0 + 5 5 . 4 6 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF S F S F S F SF LDA L D A LDA LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA LD A LDA LDA LD A LDA L D A L D A LDA LD A LDA LDA L D A L D A L D A L D A LDA LD A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA PF PF PF PF PF SF SF SF SF SF SF LDA LDA LDA LDA LDA LDALDA LDA LDA LD A LD A LD A 4958. 0 0 4957.00 4957.00 4956.00 4955. 0 0 4954. 0 0 4956. 0 0 4957.00 4955 . 0 0 4958.00 4958.00 495 6 . 0 0 4955.00 4957 . 0 0 4957.00 49 5 6 . 0 0 4956.00 49 5 6 . 0 0 4955.00 M A T C H L I N E S T A T I O N - 2 1 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INITIAL EROSION CONTROL SPF HAEDEN.YUNE 45 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 5 : 4 6 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:35 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB HCL WEST MAIL CREEK TRAIL HCL EAST MAIL CREEK TRAILVTC SCL IP EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 300+00 301+00 302+00 303+00 304+00 305+00 PI : 3 0 0 + 5 5 . 4 6 PI : 3 0 2 + 0 4 . 0 0 P I : 3 0 3 + 8 0 . 3 4 PC : 3 0 2 + 5 2 . 8 2 P C : 3 0 4 + 8 3 . 7 2 P T : 3 0 3 + 2 9 . 8 6 LDA LD A LD A PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFLDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDA LDA L D A LD A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 4956.0 0 49 5 6 . 0 0 4953.00 4954 . 0 0 495 5 . 0 0 4956.00 4954.00 4 9 5 4 . 0 0 4 9 5 5 . 0 0 MA T C H L I N E S T A T I O N - 3 0 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EAST TRAIL INTIAL EROSION CONTROL - ADD ALT SPF HAEDEN.YUNE 46 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 5 : 5 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:35 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB HCL EAST MAIL CREEK TRAIL SF PLASTIC FENCE EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 305+00 306+00 307+00 308+00 309+00 310+00 P C : 3 0 5 + 8 9 . 4 2 PC : 3 0 8 + 7 5 . 3 7 P T : 3 0 5 + 7 8 . 8 4 PT : 3 0 6 + 2 3 . 6 6 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LDALDA LDA LDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 4953.00 4952.00 4951.00 4953.00 M A T C H L I N E S T A T I O N - 3 0 5 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 3 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EAST TRAIL INTIAL EROSION CONTROL - ADD ALT SPF HAEDEN.YUNE 47 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 5 : 5 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:35 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB HCL EAST MAIL CREEK TRAIL SF PLASTIC FENCE EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 309+00 310+00 311+00 312+00 312+50 PI : 3 1 0 + 3 1 . 9 5 PI : 3 1 0 + 8 0 . 4 8 P C : 3 0 8 + 7 5 . 3 7 PT : 3 1 0 + 1 7 . 2 7 PF PF PF PF PF PF PF PF PF PF PF PF SF SF SF SF SF SF SF SF SF SF SF SF LD A LDA LDA LDA LDA LDA L D A LDALDALDALDALDALDALDALDA LDA LDALDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 4951. 0 0 MA T C H L I N E S T A T I O N - 3 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EAST TRAIL INTIAL EROSION CONTROL - ADD ALT SPF HAEDEN.YUNE 48 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 0 , 9 / 2 9 / 2 0 2 3 8 : 3 5 : 5 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:35 AM FILE NAME: CO-6324-22-SWIT-00.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB HCL EAST MAIL CREEK TRAIL SF PLASTIC FENCE EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 200+00 205+00SF SF SF SF SF SF SF SF SFLDALDALDALDA LDA LDA LDA LDA LD A LD A LDA L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A LDA LDA LDA L D A LDA L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A LDA LDA LDA L D A LDA PF 4962.00 4961.004960.00 4 9 6 1 . 0 0 M A T C H L I N E S T A T I O N - 2 0 5 + STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INTERIM EROSION CONTROL SPF HAEDEN.YUNE 49 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 7 : 2 2 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:37 AM FILE NAME: CO-6324-22-SWIT-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB IP HCL WEST MAIL CREEK TRAIL SF SF VTC MU 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 200+00 201+0 0 202+00 203+00 204+00 205+00 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFLDALDALDALDA LDA LDA LDA LDA LDA LD A LDA LDALDALDA L D A L D A LDA LD A LD A LDA L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A LDA LDA LDA L D A LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA SF SF S F PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF P F PF PF PF PF PF PF 49 5 7 . 0 0 49 5 8 . 0 0 49 5 6 . 0 0 4 9 5 5 . 0 0 4 9 5 4 . 0 0 4961.00 4961 . 0 0 4 9 6 1 . 0 0 495 9 . 0 0 4962.00 4961.0 0 4961.00 49 6 2 . 0 0 4 9 6 0 . 0 0 4960.00 4960.00 4 9 6 1 . 0 0 4956.00 4956.00 M A T C H L I N E S T A T I O N - 2 0 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INTERIM EROSION CONTROL SPF HAEDEN.YUNE 50 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 7 : 2 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:37 AM FILE NAME: CO-6324-22-SWIT-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU SF IP PLASTIC FENCE HCL WEST MAIL CREEK TRAIL EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 205+00 206+00 207+00 208+00 209+00 210+00 0+ 0 0 1+00 2 + 0 0 2 + 6 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F SF SF SF SF L D A L D A L D A L D A LDA L D A L D A L D A L D A LDA LDA LDALDALDA LDA LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA LDALDALDALDALDALDALDALDALDA LDA LDA LDA LDA L D A L D A L D A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA L D A LDA LDA LDA L D A PF PF PF PF PF PF PF PF PF PF PF PF PF PF P F PF PF PF PF PF PF 4960.00 4958.00 4959.00 4960.00 4956.004957.004958.00 4956.004957.004958.00 49 5 5 . 0 0 495 6 . 0 0 4958.00 49 6 0 . 0 0 49 6 1 . 0 0 4955.00 4956.00 4956.00 4959.00 4959.00 49 5 9 . 0 0 4957.00 4956 . 0 0 4955 . 0 0 4 9 5 8 . 0 0 4960.00 4960.00 4959.00 M A T C H L I N E S T A T I O N - 2 0 5 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 2 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INTERIM EROSION CONTROL SPF HAEDEN.YUNE XXX 51 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 7 : 3 5 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:37 AM FILE NAME: CO-6324-22-SWIT-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU SF SCL PLASTIC FENCE HCL WEST MAIL CREEK TRAIL HCL MAIL CREEK TRAIL CROSSING EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 210+00 211+00 212+00 213+00 214+00 215+00 0+ 0 0 1+00 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SFSF SF SF SF SFSFSF LDA LDA LDA LDA LD A LDA LDA LDA LD A LDA LDA LDA LDA LDA LDA LDA LDA L D A LDA LDA LDA LDA L D A LDA LDA LDA LDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDA PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF P F PF PF PF PF PF PF PF PF PF 4957.00 4958.00 4958.00 4 9 5 8 . 0 0 4960.00 4956.00 4957.00 49 5 9 . 0 0 4957.00 4958.00 4954.004955.00 4955.00 4958.00 4958. 0 0 4957.00 4955.00 4954.00 4955.00 4957.00 MA T C H L I N E S T A T I O N - 2 1 0 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 2 1 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INTERIM EROSION CONTROL SPF HAEDEN.YUNE 52 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 7 : 4 3 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:37 AM FILE NAME: CO-6324-22-SWIT-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU SF SCL PLASTIC FENCE HCL WEST MAIL CREEK TRAIL EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 214+00 215+00 216+00 2 1 6 + 7 2 300 + 0 0 301 + 0 0 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF S F S F S F SF LDA L D A LDA LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA LD A LDA LDA LD A LDA L D A L D A LDA LD A LDA LDA L D A L D A L D A L D A LDA LD A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA PF PF PF PF PF SF SF SF SF SF SF LDA LDA LDA LDA LDA LDALDA LDA LDA LD A LD A LD A P F PF PF PF PF P F PF PF PF PF PF PF PF PF PF PF P F P F PF 4956. 0 0 4956.00 495 6 . 0 0 4957.00 4 9 5 7 . 0 0 49 5 8 . 0 0 4958 . 0 0 4957.00 4955.00 4954.00 4955.00 4957.00 4958.00 4957.00 4955.00 4954.0 0 4957.00 4956.00 4958.00 49 5 6 . 0 0 495 6 . 0 0 M A T C H L I N E S T A T I O N - 2 1 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL INTERIM EROSION CONTROL SPF HAEDEN.YUNE 53 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 7 : 5 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:37 AM FILE NAME: CO-6324-22-SWIT-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU SF SCL PLASTIC FENCE EB VTC IP HCL WEST MAIL CREEK TRAIL HCL EAST MAIL CREEK TRAIL EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 300+00 301+00 302+00 303+00 304+00 305+00 LDA LD A LD A PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFLDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDA LDA L D A LD A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 49 5 6 . 0 0 4956.00 4955.00 4954.0 0 4956.00 4955 . 0 0 4954.00 495 3 . 0 0 4 9 5 4 . 0 0 MA T C H L I N E S T A T I O N - 3 0 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EAST TRAIL INTERIM EROSION CONTROL - ADD ALT SPF HAEDEN.YUNE 54 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 7 : 5 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:37 AM FILE NAME: CO-6324-22-SWIT-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU SF PLASTIC FENCE HCL EAST MAIL CREEK TRAIL EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 305+00 306+00 307+00 308+00 309+00 310+00 PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF PF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LDALDA LDA LDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 49 5 3 . 0 0 4952.00 4951.00 4953.00 4952.00 4951 . 0 0 4953.004953.00 4952.0 0 49 5 1 . 0 0 4951.00 M A T C H L I N E S T A T I O N - 3 0 5 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 3 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EAST TRAIL INTERIM EROSION CONTROL - ADD ALT SPF HAEDEN.YUNE 55 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 8 : 0 2 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:38 AM FILE NAME: CO-6324-22-SWIT-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EBMU SF PLASTIC FENCE IP HCL EAST MAIL CREEK TRAIL EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 309+00 310+00 311+00 312+00 312+50PFPFPFPFPFPFPFPFPFPFPFPF SF SF SF SF SF SF SF SF SF SF SF SF LD A LDA LDA LDA LDA LDA L D A LDALDALDALDALDALDALDALDA LDA LDALDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 4951.0 0 4951.0 0 4951.00 495 1 . 0 0 4953.00 4953.00 4952.00 4952.00 4953.0 0 MA T C H L I N E S T A T I O N - 3 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EAST TRAIL INTERIM EROSION CONTROL - ADD ALT SPF HAEDEN.YUNE 56 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 3 8 : 0 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:38 AM FILE NAME: CO-6324-22-SWIT-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU SF PLASTIC FENCE IP HCL EAST MAIL CREEK TRAIL EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 200+00 205+00 PI : 2 0 0 + 5 6 . 2 9 PC : 2 0 2 + 5 4 . 2 6 PC : 2 0 4 + 2 0 . 7 1 PT : 2 0 2 + 7 4 . 8 8 PT: 200+54.55 P T : 2 0 4 + 9 7 . 1 6 LDALDALDALDA LDA LDA LDA LDA LD A LD A LDA L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A LDA LDA LDA L D A LDA L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A LDA LDA LDA L D A LDA 4962.00 4961.004960.00 4 9 6 1 . 0 0 M A T C H L I N E S T A T I O N - 2 0 5 + STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL FINAL EROSION CONTROL SPF HAEDEN.YUNE 57 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 1 : 1 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:41 AM FILE NAME: CO-6324-22-SWIT-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB HCL WEST MAIL CREEK TRAIL MLC PS 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 200+00 201+0 0 202+00 203+00 204+00 205+00 PI : 2 0 0 + 5 6 . 2 9 P C : 2 0 0 + 7 3 . 1 1 PC : 2 0 2 + 5 4 . 2 6 P C : 2 0 0 + 3 5 . 1 2 PC : 2 0 4 + 2 0 . 7 1 PT : 2 0 1 + 7 8 . 5 0 PT : 2 0 2 + 7 4 . 8 8 PT: 200+54.55 P T : 2 0 4 + 9 7 . 1 6 LDALDALDALDA LDA LDA LDA LDA LDA LD A LDA LDALDALDA L D A L D A LDA LD A LD A LDA L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A L D A LDA LDA LDA L D A LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 49 5 7 . 0 0 49 5 8 . 0 0 49 5 6 . 0 0 4 9 5 5 . 0 0 4 9 5 4 . 0 0 4961.00 4961 . 0 0 4 9 6 1 . 0 0 495 9 . 0 0 4962.00 4961.0 0 4961.00 49 6 2 . 0 0 4 9 6 0 . 0 0 4960.00 4960.00 4 9 6 1 . 0 0 4956.00 4956.00 M A T C H L I N E S T A T I O N - 2 0 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL FINAL EROSION CONTROL SPF HAEDEN.YUNE 58 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 1 : 1 6 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:41 AM FILE NAME: CO-6324-22-SWIT-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU HCL WEST MAIL CREEK TRAIL PS EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 205+00 206+00 207+00 208+00 209+00 210+00 P C : 2 0 6 + 6 5 . 0 9 P C : 2 0 9 + 2 8 . 1 2 P T : 2 0 7 + 0 1 . 5 3 P T : 2 0 4 + 9 7 . 1 6 PT : 2 0 9 + 9 3 . 5 8 0+ 0 0 1+00 2 + 0 0 2 + 6 3 PC: 0+80.67 P T : 0 + 9 7 . 6 2 PC : 1 + 1 5 . 8 1 PT: 1+46.04 PI: 2+22.20 PI: 2+51.01 L D A L D A L D A L D A LDA L D A L D A L D A L D A LDA LDA LDALDALDA LDA LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA LDALDALDALDALDALDALDALDALDA LDA LDA LDA LDA L D A L D A L D A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA L D A LDA LDA LDA L D A 4960.00 4958.00 4959.00 4960.00 4956.004957.004958.00 4956.004957.004958.00 49 5 5 . 0 0 495 6 . 0 0 4958.00 49 6 0 . 0 0 49 6 1 . 0 0 4955.00 4956.00 4956.00 4959.00 4959.00 49 5 9 . 0 0 4957.00 4956 . 0 0 4955 . 0 0 4 9 5 8 . 0 0 4960.00 4960.00 4959.00 M A T C H L I N E S T A T I O N - 2 0 5 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 2 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL FINAL EROSION CONTROL SPF HAEDEN.YUNE XXX 59 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 1 : 2 3 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:41 AM FILE NAME: CO-6324-22-SWIT-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MUHCL WEST MAIL CREEK TRAIL HCL MAIL CREEK TRAIL CROSSING PS EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 210+00 211+00 212+00 213+00 214+00 215+00 PI : 2 1 3 + 0 8 . 2 4 P C : 2 1 3 + 3 9 . 5 2 PC : 2 1 1 + 7 3 . 7 2 PT : 2 1 3 + 6 0 . 4 7 PT : 2 0 9 + 9 3 . 5 8 P T : 2 1 1 + 9 5 . 5 2 0+ 0 0 1+00 P T : 0 + 9 7 . 6 2 LDA LDA LDA LDA LD A LDA LDA LDA LD A LDA LDA LDA LDA LDA LDA LDA LDA L D A LDA LDA LDA LDA L D A LDA LDA LDA LDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDA 4957.00 4958.00 4958.00 4 9 5 8 . 0 0 4960.00 4956.00 4957.00 49 5 9 . 0 0 4957.00 4958.00 4954.004955.00 4955.00 4958.00 4958. 0 0 4957.00 4955.00 4954.00 4955.00 4957.00 MA T C H L I N E S T A T I O N - 2 1 0 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 2 1 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL FINAL EROSION CONTROL SPF HAEDEN.YUNE 60 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 1 : 3 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:41 AM FILE NAME: CO-6324-22-SWIT-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU HCL WEST MAIL CREEK TRAIL PS EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 214+00 215+00 216+00 2 1 6 + 7 2 P I : 2 1 3 + 0 8 . 2 4 P C : 2 1 3 + 3 9 . 5 2 P C : 2 1 6 + 3 0 . 1 5 P T : 2 1 3 + 6 0 . 4 7 PT: 2 1 6 + 4 9 . 7 4 300 + 0 0 301 + 0 0 PI: 3 0 0 + 5 5 . 4 6 LDA L D A LDA LDA LDA LDA L D A LDA LDA LDA LDA LDA LDA LD A LDA LDA LD A LDA L D A L D A LDA LD A LDA LDA L D A L D A L D A L D A LDA LD A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDALDA LDA LDA LD A LD A LD A 4956. 0 0 4956.00 495 6 . 0 0 4957.00 4 9 5 7 . 0 0 49 5 8 . 0 0 4958 . 0 0 4957.00 4955.00 4954.00 4955.00 4957.00 4958.00 4957.00 4955.00 4954.0 0 4957.00 4956.00 4958.00 49 5 6 . 0 0 495 6 . 0 0 M A T C H L I N E S T A T I O N - 2 1 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS WEST TRAIL FINAL EROSION CONTROL SPF HAEDEN.YUNE 61 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 1 : 4 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:41 AM FILE NAME: CO-6324-22-SWIT-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU HCL WEST MAIL CREEK TRAIL HCL EAST MAIL CREEK TRAIL PS EXISTING ROW EXISTING ROW PROPOSED PERMANENT EASEMENT PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 300+00 301+00 302+00 303+00 304+00 305+00 PI : 3 0 0 + 5 5 . 4 6 PI : 3 0 2 + 0 4 . 0 0 PC : 3 0 2 + 5 2 . 8 2 P T : 3 0 3 + 2 9 . 8 6 P I : 3 0 3 + 8 0 . 3 4 P C : 3 0 4 + 8 3 . 7 2 LDA LD A LD A LDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDA LDA L D A LD A LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 49 5 6 . 0 0 4956.00 4955.00 4954.0 0 4956.00 4955 . 0 0 4954.00 495 3 . 0 0 4 9 5 4 . 0 0 MA T C H L I N E S T A T I O N - 3 0 5 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EAST TRAIL FINAL EROSION CONTROL - ADD ALT SPF HAEDEN.YUNE 62 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 1 : 4 6 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:41 AM FILE NAME: CO-6324-22-SWIT-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU PLASTIC FENCE HCL EAST MAIL CREEK TRAIL PS EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 305+00 306+00 307+00 308+00 309+00 310+00 P T : 3 0 5 + 7 8 . 8 4 P C : 3 0 5 + 8 9 . 4 2 PT : 3 0 6 + 2 3 . 6 6 PC : 3 0 8 + 7 5 . 3 7 LDALDA LDA LDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDALDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 49 5 3 . 0 0 4952.00 4951.00 4953.00 4952.00 4951 . 0 0 4953.004953.00 4952.0 0 49 5 1 . 0 0 4951.00 M A T C H L I N E S T A T I O N - 3 0 5 + 0 0 . 0 0 MA T C H L I N E S T A T I O N - 3 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EAST TRAIL FINAL EROSION CONTROL - ADD ALT SPF HAEDEN.YUNE 63 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 1 : 5 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:41 AM FILE NAME: CO-6324-22-SWIT-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EBMU HCL EAST MAIL CREEK TRAIL PS EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 309+00 310+00 311+00 312+00 312+50P C : 3 0 8 + 7 5 . 3 7 PT : 3 1 0 + 1 7 . 2 7 PI : 3 1 0 + 3 1 . 9 5 PI : 3 1 0 + 8 0 . 4 8 LD A LDA LDA LDA LDA LDA L D A LDALDALDALDALDALDALDALDA LDA LDALDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA 4951.0 0 4951.0 0 4951.00 495 1 . 0 0 4953.00 4953.00 4952.00 4952.00 4953.0 0 MA T C H L I N E S T A T I O N - 3 1 0 + 0 0 . 0 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL PLANS EAST TRAIL FINAL EROSION CONTROL - ADD ALT SPF HAEDEN.YUNE 64 1" = 40'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 6 7 \ C O - 6 3 2 4 - 2 2 - S W I T - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 1 : 5 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:41 AM FILE NAME: CO-6324-22-SWIT-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X EROSION LOG TYPE 1 (12 INCH) LEGEND SILT FENCE LIMITS OF DISTURBED AREA VEHICLE TRACKING PAD SF LDA SCL SF VTC PERMANENT SEEDING PS FLOW ARROWS MULCHING MU INLET PROTECTION IP EROSION BALES EB MU HCL EAST MAIL CREEK TRAIL PS EXISTING ROW PROPOSED PERMANENT EASEMENT 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 4 \ C O - 6 3 2 4 - 2 2 - S T R C - 0 1 , 9/ 1 9 / 2 0 2 3 1 2 : 1 0 : 3 9 P M , Se a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/19/2023 12:10 PM FILE NAME: CO-6324-22-STRC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL STRUCTURE PLANS GENERAL INFORMATION AND SAQ ANDREA.SCHMIDT SEAN.FAHEY 64 N/A N/A GENERAL NOTES EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH M-206-2 FOR BRIDGES. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS 1 FINAL FINISH TO ONE FOOT BELOW THE GROUND LINE. GRADE 60 REINFORCING STEEL IS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. ALL LONGITUDINAL AND TRANSVERSE DIMENSIONS ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 (1-800-922-1987) AT LEAST 3 DAYS (2 DAYS NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. THE EXISTING PEDESTRIAN BRIDGE HAS AN EXISTING WOOD DECK. THE EXISTING WOOD DECK IS TO BE REPLACED WITH AN IPE WOOD DECK IN KIND. DESIGN DATA AASHTO, 9TH EDITION LRFD WITH CURRENT INTERIMS. ASSHTO, GUIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES. DESIGN METHOD LOAD AND RESISTANCE FACTOR DESIGN LIVE LOAD 5 TON (DESIGN TRUCK) DEAD LOAD REINFORCED CONCRETE ·CLASS D CONCRETE: f'c = 4,500 PSI ·REINFORCING STEEL: f'y = 60,000 PSI STRUCTURAL STEEL ·ASTM A786 fy = 33,000 PSI ·ASTM A847 fy = 50,000 PSI ·ASTM F1554 GRADE 36 fy = 36,000 PSI SESIMIC DESIGN CRITERIA EARTHQUAKE DESIGN METHOD: FORCE BASED OR DISPLACEMENT BASED? ·LATITUDE = 40.5040 ·LONGITUDE = -105.0358 AASHTO SPECTRUM FOR 7% PE IN 75 YEARS (1000 YEAR RETURN PERIOD) ·PERIOD Sa ·(sec)(g) ·0.0 0.098 PGA - SITE CLASS D ·0.2 0.185 g Ss - SITE CLASS D ·1.0 0.055 g S1 - SITE CLASS D SPECTRAL RESPONSE ACCELERATIONS: ·As = Fpga*PGA, SDS = Fa*Ss, AND SD1 = Fv*S1 ·Fpga = 1.6, Fa = 1.6, Fv = 2.4 ·PERIOD Sa ·(sec)(g) ·0.0 0.157 As - SITE CLASS D ·0.2 0.197 g SDS - SITE CLASS D ·1.0 0.088 g SD1 - SITE CLASS D SEISMIC DESIGN CATEGORY: ZONE = 1 ABBREVIATIONS (PER M-100-2 OR AS SHOWN BELOW) ·AS = AS SHOWN ·ABUT = ABUTMENT ·BF = BACK FACE ·BRG = BEARING ·℄ = CENTERLINE ·CLR = CLEAR / CLEARANCE ·EA = EACH ·EF = EACH FACE ·EL / ELV = ELEVATION ·FF = FRONT FACE ·FTG = FOOTING ·HCL = HORIZONTAL CONTROL LINE ·MAX = MAXIMUM ·MIN = MINIMUM ·NTS = NOT TO SCALE ·PGL = PROFILE GRADE LINE ·STA = STATION ·TYP = TYPICAL ·WSEL = WATER SURFACE ELEVATION INDEX OF DRAWINGS ·GENERAL INFORMATION AND SAQ ·BRIDGE PLAN AND PROFILE ·BRIDGE GEOTECH DATA ·BRIDGE ABUTMENT DETAILS ·MISCELLANEOUS DETAILS SUMMARY OF QUANTITIES CDOT BID ITEM ITEM DESCRIPTION UNITS QUANTITY 502-11274 STEEL PILING (HP 12X74)LF 216 508-00200 IPE DECKING SF 400 509-00000 STRUCTURAL STEEL LB 705 509-00001 STRUCTURAL STEEL (GALVANIZED)LB 102 518-03110 PREFORMED SILICONE JOINT SEALANT LF 24 601-03040 CONCRETE CLASS D (BRIDGE)CY 7 602-00000 REINFORCING STEEL LB 430 09/20/2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 0+00 0+20 0+40 0+60 0+80 1+00 1.50% PVI STA 1+00.00 EL 4959.75' VC 50.00' K 8.94 PV C S T A 0 + 7 5 . 0 0 EL 4 9 6 0 . 0 6 ' -1.25% PV I 0 + 1 8 . 0 0 EL 4 9 5 9 . 8 9 ' PV I 0 + 3 2 . 0 0 EL 4 9 6 0 . 1 0 ' BF ABUTMENT 1 STA:0+30.75 ELEV:4960.08 BF ABUTMENT 2 STA:0+73.25 ELEV:4960.08 PVI 0+72.00 EL 4960.10 PC: 0+80.67 PT: 0+97.62 M A I L C R E E K D I T C H 495 7 495 8 4 9 5 8 495 9 49 5 9 BF ABUTMENT 2 STA:0+73.25 4 9 6 0 4 9 5 5 4 9 5 5 4 9 5 6 4 9 5 6 495 7 4 9 5 7 4 9 5 7 4 9 5 8 495 8 4 9 5 8 4 9 5 8 495 9 495 9 4 9 5 9 49 5 9 4 9 6 0 0+00 0+20 0+40 0+60 0+80 1 + 0 0 BF ABUTMENT 1 STA:0+30.75 C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 4 \ C O - 6 3 2 4 - 2 2 - S T R C - 0 1 , 9/ 1 9 / 2 0 2 3 1 2 : 1 0 : 4 5 P M , Se a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/19/2023 12:10 PM FILE NAME: CO-6324-22-STRC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL STRUCTURE PLANS BRIDGE PLAN AND PROFILE ANDREA.SCHMIDT SEAN.FAHEY 65 1" = 10'1" = 10' PROPOSED MAIL CREEK DITCH FINISHED GRADE EXISTING GROUNDPROPOSED MAIL CREEK CROSSING GRADE HCL MAIL CREEK CROSSING N PLAN PROFILE HP 12 X 74 PILE (TYP.) 40'-0" ± STEEL BRIDGE (CITY OF FORT COLLINS TO PROVIDE) ℄ BEARING / DRIVEN PILE ℄ BEARING / DRIVEN PILE 90.00° 09/20/2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA PC: 0+80.67 PC: 1+15.81 PT: 0+97.62 M A I L C R E E K D I T C H 495 7495 8 4 9 5 8 495 9 49 5 9 BF ABUTMENT 2 STA:0+73.25 4 9 6 0 4 9 5 5 4 9 5 5 4 9 5 6 4 9 5 6 495 7 4 9 5 7 4 9 5 7 49 5 8 495 8 4 9 5 8 4 9 5 8 495 9 495 9 4 9 5 9 4 9 5 9 4 9 6 0 0+00 0+20 0+40 0+60 0+80 1 + 0 0 1+ 2 0 1+40 1+60 BF ABUTMENT 1 STA:0+30.75 C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 4 \ C O - 6 3 2 4 - 2 2 - S T R C - 0 1 , 9/ 1 9 / 2 0 2 3 1 2 : 1 0 : 5 2 P M , Se a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/19/2023 12:10 PM FILE NAME: CO-6324-22-STRC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL STRUCTURE PLANS BRIDGE GEOTECH DATA ANDREA.SCHMIDT SEAN.FAHEY 66 1" = 20'N/A HCL MAIL CREEK CROSSING N TEST HOLE #4 TEST HOLE #3 ABUTMENT #1 PILE TIP ELEV. AS CONS. ABUTMENT #2 PILE TIP ELEV. AS CONS. PILE NO.TIP ELEV.PILE NO.TIP ELEV. A1 A3 A2 A4 PHYSICAL PILE DATA LOCATION PILE SIZE NUMBER OF PILES EST. TIP ELEV MIN. TIP ELEV EST. PILE LENGTH FEET FEET FEET ABUTMENT #1 HP 12 X 74 2 4905 4941 54 ABUTMENT #2 HP 12 X 74 2 4905 4941 54 NOTES: 1. ALL PILING SHALL BE IN ACCORDANCE WITH CDOT SPECIFICATION 502. 2. ALL PILES SHALL BE HP 12 X 74 AND SHALL CONFORM TO ASTM A572 OR A992 WITH A MINIMUM YIELD STRENGTH OF 50ksi 3. HAMMERS SHALL BE SIZED IN ACCORDANCE WITH SECTION 502 OF THE CDOT SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING PILE DRIVING BY PILE DRIVING ANALYZER (PDA) PER SECTION 502 OF THE CDOT SPECIFICATIONS TO ENSURE MINIMUM FACTORED RESISTANCE HAS BEEN REACHED. 4. TOP OF PILES SHALL BE LOCATED WITHIN 3 INCHES OF THE SPECIFIED LOCATIONS SHOWN. EXISTING FENCE (TYP) A4 A3 A2 A1 09/20/2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 4 \ C O - 6 3 2 4 - 2 2 - S T R C - 0 1 , 9/ 1 9 / 2 0 2 3 1 2 : 1 0 : 5 4 P M , Se a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/19/2023 12:10 PM FILE NAME: CO-6324-22-STRC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL STRUCTURE PLANS BRIDGE ABUTMENT DETAILS ANDREA.SCHMIDT SEAN.FAHEY 67 N/A N/A 6'-0" 12'-0" 2'-6" ABUTMENT HCL MAIL CREEK CROSSING ABUTMENT PLAN (NTS) ABUTMENT SECTION (NTS) ABUTMENT REINFORCEMENT SECTION (NTS) NOTES: 1. HEIGHT OF BACKWALL MAY BE ADJUSTED TO MATCH DEPTH OF SUPERSTRUCTURE FROM SEAT TO TOP OF DECKING. 2. BOTTOM OF ABUTMENT CAP TO BE MINIMUM 1'-0" BELOW PROPOSED GRADE. 3. PLAIN ELASTOMERIC PADS WILL BE NEOPRENE, 60 HARDNESS. ELASTOMERIC PADS ARE CONSIDERED INCIDENTAL TO BEARING AND WILL NOT BE PAID FOR SEPARATELY. 4. ABUTMENT CAP, BACKWALL AND EARWALL CONCRETE SHALL BE CLASS D (BRIDGE). 5. STRUCTURAL EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH M-206-2 FOR ABUTMENTS. 6. ALL CONCRETE AND REBAR SHALL BE IN ACCORDANCE WITH CDOT SPECIFICATIONS 601 AND 602. ABUTMENT ELEVATION (NTS) 1'-3" 9" ℄ BEARING / DRIVEN PILE 1'-0"1'-0" HP 12 X 74 PILE (TYP) ℄ PILE ℄ PILE 1'-3" 9"6" 11" ± 2'-6" 1'-9" ℄ PILE 12" SILICONE SEALANT OVER 12" PREFORMED SILICONE JOINT SEALANT FINISHED TRAIL SURFACE 2'-0"2'-0" HP 12 X 74 PILE HP 12 X 74 PILE 3" CLR TYP. #4 #4 @ 12" 180° BEND #4 @ AS, EF 12" X 11" X 7" ELASTOMER PAD SEE NOTE 3 PEDESTRIAN BRIDGE 2'-0" EMBED HP 12 X 74 PILE (TYP) RUB RAIL, TYP. SEE MISCELLANEOUS DETAILS SHEET BOTTOM CHORDBEARING (TYP) FLOOR BEAM TOP CHORD IPE DECKING HCL MAIL CREEK CROSSING 5'-0"5'-0" 10'-0" ± CLEAR 11" ± 3'-5" 12'-0" 2'-0"2'-0" NORTH ABUT: 4960.08 SOUTH ABUT: 4960.08 NORTH ABUT: 4959.16 SOUTH ABUT: 4959.16 NORTH ABUT: 4956.66 SOUTH ABUT: 4956.66 DIAGONAL OR POST ABUTMENT REINFORCING DETAIL (NTS) HP 12 X 74 PILE (TYP) #4 @ 12" MAX 3" CLR3" CLR 3 - #4 2 - #4 2 - #4 3" CLR #4 @ 12" MAX 90.00° #4 @ 12" 3 - #4 ES ANCHOR ROD (TYP) SEE MISCELLANEOUS DETAILS FOR ADDITIONAL INFO 16'-0" 3'-6" 1-0" #4 3" CLR 09/20/2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 4 \ C O - 6 3 2 4 - 2 2 - S T R C - 0 1 , 9/ 1 9 / 2 0 2 3 1 2 : 1 0 : 5 5 P M , Se a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/19/2023 12:10 PM FILE NAME: CO-6324-22-STRC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL STRUCTURE PLANS MISCELLANEOUS DETAILS ANDREA.SCHMIDT SEAN.FAHEY 68 N/A N/A TYPICAL BRIDGE CLOSURE PLATE DETAIL (NTS) W 12" SILICONE SEALANT OVER 12" PREFORMED SILICONE JOINT SEALANT FINISHED TRAIL SURFACE ABUTMENT BACKWALL PL 14" X 6" X BRIDGE WIDTH WITH BEVELED EDGES, STRUCTURAL STEEL (GALVANIZED) CHECKERED EXPANSION PLATE 14" PLATED TORQUE SCREWS ATTACHED COUNTERSUNK INTO EXPANSION PLATE AT 6 INCH MAX SPACING SEE NOTE 3 RUB RAIL ATTACHMENT DETAILS (NTS) TOP & BTM SEE NOTE 1 POST OR DIAGONAL STRUCTURAL STEEL HSS 4x2x14 NOTES: 1. ATTACH TUBE HSS 4x2x 14 TO ALL POSTS AND DIAGONALS USING WELD DETAILED. 2. HSS 4x2x 14 SHALL BE ASTM A847 WEATHERING STEEL. 3. SCREWS ARE CONSIDERED INCIDENTAL TO EXPANSION PLATE AND WILL NOT BE PAID FOR SEPARATELY. 4. USE F1554 GRADE 36 ANCHOR BOLTS 5. BOLTS WILL BE HOT-DIP GALVANIZED 6. USE ASTM A563 HEX NUTS AND ASTM F436 WASHERS FOR HEADED ANCHOR BOLTS 7. ANCHOR BOLTS, WASHERS & HEX NUTS ARE INCIDENTAL TO THE COMPLETION OF THE ABUTMENT AND OVERALL PROJECT. W/2 BEARING DETAILS (NTS) ABUTMENT REINFORCEMENT NOT SHOWN FOR CLARITY 1'-0" 9 14" 3" ± 5 12" ±3" ± 14" 6" END FLOOR BEAM IPE DECKING 34" ANCHOR BOLT ASSEMBLY, TYP. SEE NOTES FOR ADDITIONAL DETAILS 09/20/2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PHASING PLANS TRAFFIC CONTROL PLAN SPF SEAN.FAHEY 70 1" = 120'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - T C P L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 5 7 : 5 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:57 AM FILE NAME: CO-6324-22-TCPL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X ZEPHYR R O A D SPRUCE CREEK DRIVE T I M B E R L I N E R O A D T I L D E N S T R E E T MAIL CREEK DITCH CONSTRUCT MAIL CREEK DITCH PHASE 2 PHASING NOTES: 1. THESE PHASING PLANS ARE FOR REFERENCE ONLY, CONTRACTOR SHALL SUBMIT TO THE CITY TRAFFIC CONTROL PLANS PRIOR TO CONSTRUCTION ACTIVITIES. 2. CONSTRUCTION ACTIVITIES MAY STILL BE OCCURRING NEAR THE TIMBERLINE UNDERPASS, CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES WITH ADJACENT CONTRACTORS. 3. MAIL CREEK DITCH IS OWNED BY AN IRRIGATION COMPANY AND CONSTRUCTION ACTIVITIES THAT IMPACT THE DITCH FLOW AND CAPACITY MUST BE COMPLETED BEFORE IRRIGATION COMPANY RELEASES WATER. CONSTRUCT MAIL CREEK CROSSING PHASE 3 CONSTRUCT WEST MAIL CREEK TRAIL PHASE 3 CONSTRUCT BRIDGE PHASE 1 CONSTRUCTION TRAFFIC SIGN (PANEL SIZE A) W20-7aW20-1 W20-7a W20-1 W20-7a W20-7a FLAGGER PEDESTRIAN DETOUR PRIMARY CONSTRUCTION PHASE SECONDARY CONSTRUCTION PHASE POTENTIAL STAGING AREA COORDINATE WITH CITY 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS PHASING PLANS TRAFFIC CONTROL PLAN - ADD ALT SPF SEAN.FAHEY 71 1" = 100'N/A N C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - T C P L - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 5 7 : 5 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:57 AM FILE NAME: CO-6324-22-TCPL-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X PROPOSED PEDESTRIAN AND BIKE DETOUR ZEPHYR ROAD SPRUCE CREE K D R I V E SP I N D L E B U S H L A N E TI L D E N S T R E E T OWENS AVENUE CONSTRUCT EAST MAIL CREEK TRAIL PHASE 4 M4-9aL M4-9aR M4-9aR BARRICADE (TYPE 3 M-A) TEMPORARYBARRICADE (TYPE 3 M-A) TEMPORARY BARRICADE (TYPE 3 M-A) TEMPORARY M4-9aL M4-9aL M4-9aR M4-9aL R9-11R R9-9 R9-9 CONSTRUCTION TRAFFIC SIGN (PANEL SIZE A)PHASING NOTES: 1. THESE PHASING PLANS ARE FOR REFERENCE ONLY, CONTRACTOR SHALL SUBMIT TO THE CITY TRAFFIC CONTROL PLANS PRIOR TO CONSTRUCTION ACTIVITIES. 2. MAIL CREEK DITCH IS OWNED BY AN IRRIGATION COMPANY AND CONSTRUCTION ACTIVITIES THAT IMPACT THE DITCH FLOW AND CAPACITY MUST BE COMPLETED BEFORE IRRIGATION COMPANY RELEASES WATER. CLOSEDSIDEWALK CROSS HERE SIDEWALK CLOSED R9-9 R9-11R MAIL CREEK DITCH PEDESTRIAN DETOUR PRIMARY CONSTRUCTION PHASE SECONDARY CONSTRUCTION PHASE 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 200+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 200+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 25.00%4:1 -1.50% -25.00%4:13:1 3:1 3:1 3:1 201+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 25.00%4:1-1.50% -25.00%4:13:1 3:1 3:1 3:1 201+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 25.00%4:1-1.50% -25.00%4:13:1 3:1 3:1 3:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 5 . 5 6 O F F : 4 . 0 0 EL E V : 4 9 5 6 . 5 6 O F F : 1 4 . 0 0 EL E V : 4 9 5 6 . 4 1 O F F : 1 6 . 0 0 EL E V : 4 9 5 5 . 9 1 O F F : 1 7 . 5 0 EL E V : 4 9 5 6 . 4 1 O F F : 3 1 . 1 0 EL E V : 4 9 6 1 . 7 4 O F F : 3 . 0 0 EL E V : 4 9 5 6 . 5 6 DA Y L I G H T O F F : 1 8 . 7 5 EL E V : 4 9 6 1 . 8 1 O F F : 0 . 0 0 EL E V : 4 9 5 4 . 5 7 O F F : 3 . 5 0 EL E V : 4 9 5 5 . 4 4 O F F : 1 3 . 5 0 EL E V : 4 9 5 5 . 2 9 O F F : 1 5 . 2 4 EL E V : 4 9 5 4 . 8 5 O F F : 1 6 . 5 6 EL E V : 4 9 5 5 . 2 9 DA Y L I G H T O F F : 3 5 . 1 9 EL E V : 4 9 6 1 . 5 0 O F F : 2 . 6 2 EL E V : 4 9 5 5 . 4 4 DA Y L I G H T O F F : 2 0 . 0 9 EL E V : 4 9 6 1 . 2 6 O F F : 0 . 0 0 EL E V : 4 9 5 3 . 9 2 O F F : 1 . 5 0 EL E V : 4 9 5 4 . 2 9 O F F : 1 1 . 5 0 EL E V : 4 9 5 4 . 1 4 O F F : 1 2 . 2 5 EL E V : 4 9 5 3 . 9 5 O F F : 1 2 . 8 1 EL E V : 4 9 5 4 . 1 4 DA Y L I G H T O F F : 3 6 . 3 9 EL E V : 4 9 6 2 . 0 0 O F F : 1 . 1 2 EL E V : 4 9 5 4 . 2 9 DA Y L I G H T O F F : 1 0 . 7 8 EL E V : 4 9 5 7 . 5 1 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 01 SPF SEAN.FAHEY 72 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 3 : 4 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:43 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 201+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 25.00%4:1-1.50% -25.00%4:13:1 2:1 3:1 3:1 201+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 4:1-25.00%-1.50%3:1 3:1 202+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 25.00%4:1-1.50%-32.28%3:1 3:1 3:1 3:1 3:1 202+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 25.00%4:1-1.50%-33.41%3:1 3:1 3:1 3:1 3:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 8 5 O F F : 4 . 0 0 EL E V : 4 9 6 0 . 8 5 O F F : 1 4 . 0 0 EL E V : 4 9 6 0 . 7 0 O F F : 1 7 . 0 0 EL E V : 4 9 5 9 . 7 0 O F F : 1 8 . 5 0 EL E V : 4 9 6 0 . 2 0 DA Y L I G H T O F F : 2 1 . 0 5 EL E V : 4 9 6 1 . 0 5 O F F : 3 . 0 0 EL E V : 4 9 6 0 . 8 5 DA Y L I G H T O F F : 4 . 6 7 EL E V : 4 9 6 1 . 4 1 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 9 3 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 9 3 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 7 8 O F F : 1 7 . 0 0 EL E V : 4 9 5 8 . 8 2 O F F : 1 8 . 5 0 EL E V : 4 9 5 9 . 3 2 DA Y L I G H T O F F : 2 3 . 9 6 EL E V : 4 9 6 1 . 1 4 O F F : 3 . 0 0 EL E V : 4 9 5 9 . 9 3 DA Y L I G H T O F F : 9 . 3 9 EL E V : 4 9 6 2 . 0 6 O F F : 3 . 9 9 EL E V : 4 9 5 8 . 8 1 O F F : 0 . 0 0 EL E V : 4 9 5 7 . 8 1 O F F : 1 3 . 9 9 EL E V : 4 9 5 8 . 6 6 O F F : 3 . 0 0 EL E V : 4 9 5 8 . 8 1 DA Y L I G H T O F F : 1 2 . 1 6 EL E V : 4 9 6 1 . 8 6 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 6 8 O F F : 4 . 0 0 EL E V : 4 9 5 7 . 6 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 7 . 5 3 O F F : 1 6 . 0 0 EL E V : 4 9 5 7 . 0 3 O F F : 1 7 . 5 0 EL E V : 4 9 5 7 . 5 3 O F F : 2 4 . 2 2 EL E V : 4 9 6 1 . 2 4 O F F : 3 . 0 0 EL E V : 4 9 5 7 . 6 8 DA Y L I G H T O F F : 1 5 . 4 0 EL E V : 4 9 6 1 . 8 2 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 02 SPF SEAN.FAHEY 73 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 3 : 4 6 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:43 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 202+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 25.00%4:1-1.50%-31.97%3:1 3:1 3:1 3:1 4:1 25.00%4:1-1.50%-31.97%3:1 3:1 3:1 3:1 4:1 202+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -1.45%69:1 4:1 1:1 203+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -6.20%16:1 6:1 5:1 203+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -11.56%9:1 6:1 4:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 4 . 0 0 EL E V : 4 9 6 1 . 2 3 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 0 8 O F F : 1 6 . 6 6 EL E V : 4 9 6 0 . 7 7 O F F : 2 1 . 5 9 EL E V : 4 9 6 1 . 6 0 O F F : 3 . 1 4 EL E V : 4 9 6 0 . 4 9 O F F : 4 . 0 0 EL E V : 4 9 6 0 . 9 2 O F F : 1 4 . 0 0 EL E V : 4 9 6 0 . 7 7 O F F : 1 6 . 8 3 EL E V : 4 9 6 0 . 5 9 O F F : 2 1 . 2 2 EL E V : 4 9 6 1 . 3 7 O F F : 1 . 6 0 EL E V : 4 9 6 0 . 6 3 O F F : 4 . 0 0 EL E V : 4 9 6 0 . 6 1 O F F : 1 4 . 0 0 EL E V : 4 9 6 0 . 4 6 O F F : 1 7 . 0 0 EL E V : 4 9 6 0 . 4 2 O F F : 2 0 . 3 7 EL E V : 4 9 6 1 . 2 9 O F F : 0 . 0 6 EL E V : 4 9 6 0 . 7 5 O F F : 0 . 0 0 EL E V : 4 9 6 0 . 3 7 O F F : 4 . 0 0 EL E V : 4 9 6 1 . 3 7 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 2 2 O F F : 1 7 . 0 0 EL E V : 4 9 6 0 . 2 6 O F F : 1 8 . 5 0 EL E V : 4 9 6 0 . 7 6 DA Y L I G H T O F F : 1 9 . 9 5 EL E V : 4 9 6 1 . 2 4 O F F : 3 . 0 0 EL E V : 4 9 6 1 . 3 7 DA Y L I G H T O F F : 3 . 9 5 EL E V : 4 9 6 1 . 1 3 O F F : 0 . 0 0 EL E V : 4 9 6 0 . 3 7 O F F : 4 . 0 0 EL E V : 4 9 6 1 . 3 7 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 2 2 O F F : 1 7 . 0 0 EL E V : 4 9 6 0 . 2 6 O F F : 1 8 . 5 0 EL E V : 4 9 6 0 . 7 6 DA Y L I G H T O F F : 1 9 . 9 5 EL E V : 4 9 6 1 . 2 4 O F F : 3 . 0 0 EL E V : 4 9 6 1 . 3 7 DA Y L I G H T O F F : 3 . 9 5 EL E V : 4 9 6 1 . 1 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 03 SPF SEAN.FAHEY 74 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 3 : 4 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:43 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 203+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -17.67%6:1 5:1 4:1 203+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -22.82%4:1 5:1 4:1 204+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -1.50%15:1 4:1 204+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -1.50%16:1 3:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 6 2 . 1 3 O F F : 4 . 0 0 EL E V : 4 9 6 2 . 0 7 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 9 2 O F F : 1 6 . 0 0 EL E V : 4 9 6 1 . 8 9 O F F : 1 9 . 6 4 EL E V : 4 9 6 1 . 6 5 O F F : 6 . 7 9 EL E V : 4 9 6 0 . 1 0 O F F : 0 . 0 0 EL E V : 4 9 6 2 . 0 4 O F F : 4 . 0 0 EL E V : 4 9 6 1 . 9 8 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 8 3 O F F : 1 6 . 0 0 EL E V : 4 9 6 1 . 8 0 O F F : 1 9 . 4 9 EL E V : 4 9 6 1 . 5 6 O F F : 7 . 7 5 EL E V : 4 9 6 0 . 1 5 O F F : 4 . 0 0 EL E V : 4 9 6 1 . 8 0 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 6 5 O F F : 1 6 . 3 1 EL E V : 4 9 6 1 . 1 2 O F F : 2 0 . 9 2 EL E V : 4 9 6 1 . 9 6 O F F : 6 . 2 1 EL E V : 4 9 6 0 . 3 0 O F F : 4 . 0 0 EL E V : 4 9 6 1 . 5 3 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 3 8 O F F : 1 6 . 4 8 EL E V : 4 9 6 0 . 9 4 O F F : 2 1 . 5 9 EL E V : 4 9 6 1 . 9 6 O F F : 4 . 6 7 EL E V : 4 9 6 0 . 4 8 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 04 SPF SEAN.FAHEY 75 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 3 : 5 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:43 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 204+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -1.50% 16:1 4:1 204+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -1.50%44:1 4:1 205+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -1.50%128:1 4:1 205+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -1.50% 82:1 6:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 6 1 . 6 4 O F F : 4 . 0 0 EL E V : 4 9 6 1 . 5 8 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 4 3 O F F : 1 6 . 0 0 EL E V : 4 9 6 1 . 4 0 O F F : 2 6 . 3 8 EL E V : 4 9 6 1 . 5 3 O F F : 1 0 . 6 3 EL E V : 4 9 5 9 . 7 4 O F F : 0 . 0 0 EL E V : 4 9 6 1 . 8 9 O F F : 4 . 0 0 EL E V : 4 9 6 1 . 8 3 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 6 8 O F F : 1 6 . 0 0 EL E V : 4 9 6 1 . 6 5 O F F : 2 3 . 9 9 EL E V : 4 9 6 1 . 5 9 O F F : 8 . 6 7 EL E V : 4 9 5 9 . 8 4 O F F : 0 . 0 0 EL E V : 4 9 6 2 . 0 6 O F F : 4 . 0 0 EL E V : 4 9 6 2 . 0 0 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 8 5 O F F : 1 6 . 0 0 EL E V : 4 9 6 1 . 8 2 O F F : 2 0 . 9 1 EL E V : 4 9 6 1 . 7 0 O F F : 7 . 6 7 EL E V : 4 9 5 9 . 9 7 O F F : 0 . 0 0 EL E V : 4 9 6 2 . 1 4 O F F : 4 . 0 0 EL E V : 4 9 6 2 . 0 8 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 9 3 O F F : 1 6 . 0 0 EL E V : 4 9 6 1 . 9 0 O F F : 1 8 . 3 1 EL E V : 4 9 6 1 . 7 5 O F F : 7 . 4 9 EL E V : 4 9 6 0 . 0 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 05 SPF SEAN.FAHEY 76 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 3 : 5 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:43 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 205+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -1.50% 24:1 8:1 205+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -1.50%-1.50% -1.50% 16:1 12:1 206+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 4:14:1 19:1 3:13:1 7889:17889:1 206+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 4:14:1 39:1 7889:1 7889:1 3:13:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 6 0 . 1 7 O F F : 4 . 0 0 EL E V : 4 9 6 0 . 1 1 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 9 6 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 9 3 O F F : 3 3 . 3 7 EL E V : 4 9 5 5 . 2 6 O F F : 1 8 . 4 8 EL E V : 4 9 5 9 . 6 9 O F F : 3 8 . 3 8 EL E V : 4 9 5 5 . 2 6 O F F : 3 3 . 3 7 EL E V : 4 9 5 5 . 2 6 DA Y L I G H T O F F : 5 2 . 5 3 EL E V : 4 9 5 9 . 9 7 O F F : 0 . 0 0 EL E V : 4 9 6 0 . 5 5 O F F : 4 . 0 0 EL E V : 4 9 6 0 . 4 9 O F F : 1 4 . 0 0 EL E V : 4 9 6 0 . 3 4 O F F : 1 6 . 0 0 EL E V : 4 9 6 0 . 3 1 O F F : 3 5 . 0 1 EL E V : 4 9 5 5 . 3 1 O F F : 1 6 . 5 2 EL E V : 4 9 5 9 . 6 9 DA Y L I G H T O F F : 5 4 . 4 8 EL E V : 4 9 6 0 . 1 2 O F F : 4 0 . 0 3 EL E V : 4 9 5 5 . 3 1 O F F : 3 5 . 0 1 EL E V : 4 9 5 5 . 3 1 O F F : 0 . 0 0 EL E V : 4 9 6 0 . 9 2 O F F : 4 . 0 0 EL E V : 4 9 6 0 . 8 6 O F F : 1 4 . 0 0 EL E V : 4 9 6 0 . 7 1 O F F : 1 6 . 0 0 EL E V : 4 9 6 0 . 6 8 O F F : 3 1 . 3 6 EL E V : 4 9 6 1 . 6 6 O F F : 1 4 . 5 6 EL E V : 4 9 5 9 . 6 8 O F F : 0 . 0 0 EL E V : 4 9 6 1 . 3 0 O F F : 4 . 0 0 EL E V : 4 9 6 1 . 2 4 O F F : 1 4 . 0 0 EL E V : 4 9 6 1 . 0 9 O F F : 1 6 . 0 0 EL E V : 4 9 6 1 . 0 6 O F F : 2 8 . 8 7 EL E V : 4 9 6 1 . 5 9 O F F : 1 2 . 5 9 EL E V : 4 9 5 9 . 7 0 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 06 SPF SEAN.FAHEY 77 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 3 : 5 3 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:43 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 206+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 4:14:1 162:1 7889:1 7889:1 3:13:1 206+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 163:1 3:13:1 9311:1 9547:1 207+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 45:13:13:1 3:13:1 11140:1 11422:1 207+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 26:1 3:13:1 117984:1 117984:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 3 1 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 2 5 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 1 0 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 0 7 O F F : 2 8 . 9 4 EL E V : 4 9 5 5 . 0 8 O F F : 1 6 . 2 6 EL E V : 4 9 5 9 . 9 4 DA Y L I G H T O F F : 4 7 . 4 0 EL E V : 4 9 5 9 . 5 7 O F F : 3 3 . 9 4 EL E V : 4 9 5 5 . 0 8 O F F : 2 8 . 9 4 EL E V : 4 9 5 5 . 0 8 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 4 0 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 3 4 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 1 9 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 1 6 O F F : 2 9 . 1 4 EL E V : 4 9 5 5 . 1 2 O F F : 1 9 . 0 7 EL E V : 4 9 5 9 . 8 3 DA Y L I G H T O F F : 4 8 . 2 9 EL E V : 4 9 5 9 . 8 3 O F F : 3 4 . 1 5 EL E V : 4 9 5 5 . 1 3 O F F : 2 9 . 1 5 EL E V : 4 9 5 5 . 1 2 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 5 7 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 5 1 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 3 6 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 3 3 O F F : 3 0 . 2 4 EL E V : 4 9 5 5 . 1 7 O F F : 2 2 . 6 9 EL E V : 4 9 5 9 . 7 1 DA Y L I G H T O F F : 4 9 . 6 0 EL E V : 4 9 5 9 . 9 4 O F F : 3 5 . 2 6 EL E V : 4 9 5 5 . 1 7 O F F : 3 0 . 2 6 EL E V : 4 9 5 5 . 1 7 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 8 3 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 7 7 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 6 2 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 5 9 O F F : 3 1 . 7 2 EL E V : 4 9 5 5 . 2 1 O F F : 2 0 . 4 5 EL E V : 4 9 5 9 . 7 0 O F F : 3 6 . 7 3 EL E V : 4 9 5 5 . 2 1 DA Y L I G H T O F F : 5 0 . 7 4 EL E V : 4 9 5 9 . 8 8 O F F : 3 1 . 7 2 EL E V : 4 9 5 5 . 2 1 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 07 SPF SEAN.FAHEY 78 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 3 : 5 5 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:43 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 207+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 16:1 3:13:1 117984:1 117984:1 207+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 12:1 3:13:1 117984:1 117984:1 208+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 9:1 3:13:1 117984:1 117984:1 208+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 7:1 3:13:1 117984:1 117984:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 2 7 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 2 1 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 0 6 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 0 3 O F F : 2 9 . 3 8 EL E V : 4 9 5 4 . 8 8 O F F : 7 . 4 9 EL E V : 4 9 6 0 . 3 9 O F F : 2 9 . 3 8 EL E V : 4 9 5 4 . 8 8 DA Y L I G H T O F F : 4 5 . 9 0 EL E V : 4 9 5 8 . 7 3 O F F : 3 4 . 3 8 EL E V : 4 9 5 4 . 8 8 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 2 0 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 1 4 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 9 9 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 9 6 O F F : 2 9 . 2 7 EL E V : 4 9 5 4 . 9 3 O F F : 9 . 3 0 EL E V : 4 9 6 0 . 2 9 O F F : 2 9 . 2 7 EL E V : 4 9 5 4 . 9 3 DA Y L I G H T O F F : 4 5 . 9 1 EL E V : 4 9 5 8 . 8 1 O F F : 3 4 . 2 7 EL E V : 4 9 5 4 . 9 3 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 2 1 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 1 5 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 0 0 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 9 7 O F F : 2 9 . 1 6 EL E V : 4 9 5 4 . 9 8 O F F : 1 1 . 1 2 EL E V : 4 9 6 0 . 1 8 O F F : 2 9 . 1 6 EL E V : 4 9 5 4 . 9 8 DA Y L I G H T O F F : 4 5 . 8 8 EL E V : 4 9 5 8 . 8 9 O F F : 3 4 . 1 6 EL E V : 4 9 5 4 . 9 8 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 2 6 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 2 0 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 0 5 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 0 2 O F F : 2 9 . 0 5 EL E V : 4 9 5 5 . 0 3 O F F : 1 3 . 4 7 EL E V : 4 9 6 0 . 1 1 DA Y L I G H T O F F : 4 6 . 7 7 EL E V : 4 9 5 9 . 2 7 O F F : 3 4 . 0 5 EL E V : 4 9 5 5 . 0 3 O F F : 2 9 . 0 5 EL E V : 4 9 5 5 . 0 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 08 SPF SEAN.FAHEY 79 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 3 : 5 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:43 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 208+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 5:1 3:13:1 117984:1 117984:1 208+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 4:1 3:13:1 117984:1 117984:1 209+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 5:1 3:13:1 117984:1 117984:1 209+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 6:1 3:13:1 117984:1 117984:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 6 0 . 1 0 O F F : 4 . 0 0 EL E V : 4 9 6 0 . 0 4 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 8 9 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 8 6 O F F : 2 9 . 8 2 EL E V : 4 9 5 4 . 6 9 O F F : 3 . 4 7 EL E V : 4 9 6 0 . 7 1 DA Y L I G H T O F F : 4 7 . 1 1 EL E V : 4 9 5 8 . 7 9 O F F : 3 4 . 8 2 EL E V : 4 9 5 4 . 6 9 O F F : 2 9 . 8 2 EL E V : 4 9 5 4 . 6 9 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 9 2 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 8 6 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 7 1 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 6 8 O F F : 2 9 . 7 1 EL E V : 4 9 5 4 . 7 4 O F F : 3 . 9 7 EL E V : 4 9 6 0 . 6 7 DA Y L I G H T O F F : 4 6 . 2 8 EL E V : 4 9 5 8 . 6 0 O F F : 3 4 . 7 1 EL E V : 4 9 5 4 . 7 4 O F F : 2 9 . 7 1 EL E V : 4 9 5 4 . 7 4 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 6 5 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 5 9 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 4 4 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 4 1 O F F : 2 9 . 6 0 EL E V : 4 9 5 4 . 7 9 O F F : 4 . 4 7 EL E V : 4 9 6 0 . 6 5 O F F : 2 9 . 6 0 EL E V : 4 9 5 4 . 7 9 DA Y L I G H T O F F : 4 5 . 2 3 EL E V : 4 9 5 8 . 3 3 O F F : 3 4 . 6 0 EL E V : 4 9 5 4 . 7 9 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 4 2 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 3 6 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 2 1 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 1 8 O F F : 2 9 . 4 9 EL E V : 4 9 5 4 . 8 4 O F F : 5 . 6 8 EL E V : 4 9 6 0 . 5 7 O F F : 2 9 . 4 9 EL E V : 4 9 5 4 . 8 4 DA Y L I G H T O F F : 4 5 . 2 0 EL E V : 4 9 5 8 . 4 1 O F F : 3 4 . 4 9 EL E V : 4 9 5 4 . 8 4 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 09 SPF SEAN.FAHEY 80 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 3 : 5 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:43 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 209+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 2:1 3:13:1 237692:1 232635:1 209+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -0.12%-0.12%-0.12% 3:13:1 14:1 3:13:1 233090:1 228131:1 210+00.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H 1.50%1.50% 4:14:1 4:1 3:13:1 Horizontal Horizontal 210+25.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -0.06%-0.06%-0.06% 3:13:1 3:1 3:13:1 Horizontal Horizontal -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 6 5 O F F : 2 . 0 8 EL E V : 4 9 5 9 . 6 5 O F F : 1 2 . 0 8 EL E V : 4 9 5 9 . 6 5 O F F : 1 3 . 1 2 EL E V : 4 9 5 9 . 6 5 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 4 8 O F F : 4 . 4 0 EL E V : 4 9 5 8 . 1 5 DA Y L I G H T O F F : 4 7 . 6 7 EL E V : 4 9 5 8 . 7 0 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 4 8 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 4 8 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 8 9 O F F : 1 0 . 0 0 EL E V : 4 9 6 0 . 0 4 O F F : 1 4 . 0 0 EL E V : 4 9 6 0 . 1 0 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 5 3 O F F : 4 . 6 6 EL E V : 4 9 5 8 . 7 9 DA Y L I G H T O F F : 4 7 . 4 0 EL E V : 4 9 5 8 . 6 6 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 5 3 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 5 3 O F F : 0 . 0 0 EL E V : 4 9 6 0 . 0 8 O F F : 2 . 1 6 EL E V : 4 9 6 0 . 0 8 O F F : 1 2 . 1 6 EL E V : 4 9 6 0 . 0 7 O F F : 1 3 . 2 3 EL E V : 4 9 6 0 . 0 7 O F F : 2 9 . 9 5 EL E V : 4 9 5 4 . 5 8 O F F : 3 . 4 7 EL E V : 4 9 5 9 . 8 4 DA Y L I G H T O F F : 4 7 . 2 2 EL E V : 4 9 5 8 . 6 7 O F F : 3 4 . 9 5 EL E V : 4 9 5 4 . 5 8 O F F : 2 9 . 9 5 EL E V : 4 9 5 4 . 5 8 O F F : 0 . 0 0 EL E V : 4 9 6 0 . 1 6 O F F : 4 . 0 0 EL E V : 4 9 6 0 . 1 0 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 9 5 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 9 2 O F F : 2 9 . 8 9 EL E V : 4 9 5 4 . 6 4 O F F : 1 . 7 9 EL E V : 4 9 6 0 . 8 8 DA Y L I G H T O F F : 4 7 . 3 6 EL E V : 4 9 5 8 . 8 0 O F F : 3 4 . 8 8 EL E V : 4 9 5 4 . 6 4 O F F : 2 9 . 8 8 EL E V : 4 9 5 4 . 6 4 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 10 SPF SEAN.FAHEY 81 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 0 0 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 210+50.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 4:1 3:13:1 Horizontal Horizontal 210+75.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 4:1 3:13:1 Horizontal Horizontal 211+00.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 4:1 3:13:1 Horizontal Horizontal 211+25.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 4:1 3:13:1 Horizontal Horizontal -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 7 4 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 6 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 5 3 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 5 0 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 2 9 O F F : 2 . 3 3 EL E V : 4 9 5 8 . 1 8 DA Y L I G H T O F F : 4 7 . 7 0 EL E V : 4 9 5 8 . 5 2 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 2 9 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 2 9 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 9 5 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 8 9 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 7 4 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 7 1 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 3 3 O F F : 2 . 8 5 EL E V : 4 9 5 8 . 3 1 DA Y L I G H T O F F : 4 7 . 7 9 EL E V : 4 9 5 8 . 6 0 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 3 3 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 3 3 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 1 8 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 1 2 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 9 7 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 9 4 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 3 8 O F F : 3 . 3 6 EL E V : 4 9 5 8 . 3 2 DA Y L I G H T O F F : 4 7 . 9 5 EL E V : 4 9 5 8 . 7 0 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 3 8 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 3 8 O F F : 0 . 0 0 EL E V : 4 9 5 9 . 4 2 O F F : 4 . 0 0 EL E V : 4 9 5 9 . 3 6 O F F : 1 4 . 0 0 EL E V : 4 9 5 9 . 2 1 O F F : 1 6 . 0 0 EL E V : 4 9 5 9 . 1 8 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 4 3 O F F : 3 . 8 8 EL E V : 4 9 5 8 . 3 3 DA Y L I G H T O F F : 4 7 . 8 8 EL E V : 4 9 5 8 . 7 2 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 4 3 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 4 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 11 SPF SEAN.FAHEY 82 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 0 2 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 211+50.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 3:13:1 3:13:13:1 Horizontal Horizontal 211+75.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50%3:13:1 2:13:13:1 Horizontal Horizontal 212+00.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 4:14:1 2:13:13:1 Horizontal Horizontal 212+25.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 4:14:1 2:13:13:1 Horizontal Horizontal -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 3 4 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 2 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 1 3 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 1 0 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 1 0 O F F : 1 . 2 0 EL E V : 4 9 5 7 . 7 6 DA Y L I G H T O F F : 4 7 . 0 6 EL E V : 4 9 5 8 . 1 2 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 1 0 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 1 0 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 3 8 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 3 2 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 1 7 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 1 4 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 1 5 O F F : 1 . 1 5 EL E V : 4 9 5 7 . 6 6 DA Y L I G H T O F F : 4 7 . 3 1 EL E V : 4 9 5 8 . 2 5 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 1 5 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 1 5 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 4 5 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 3 9 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 2 4 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 2 1 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 1 9 O F F : 1 . 3 1 EL E V : 4 9 5 7 . 6 2 DA Y L I G H T O F F : 4 7 . 3 9 EL E V : 4 9 5 8 . 3 2 O F F : 3 5 . 0 1 EL E V : 4 9 5 4 . 1 9 O F F : 3 0 . 0 1 EL E V : 4 9 5 4 . 1 9 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 5 7 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 5 1 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 3 6 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 3 3 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 2 4 O F F : 1 . 8 2 EL E V : 4 9 5 7 . 9 0 DA Y L I G H T O F F : 4 7 . 5 9 EL E V : 4 9 5 8 . 4 3 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 2 4 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 2 4 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 12 SPF SEAN.FAHEY 83 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 0 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 212+50.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 4:14:1 2:13:13:1 Horizontal Horizontal 212+75.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 4:14:1 3:1 3:13:1 Horizontal Horizontal 213+00.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 4:14:1 2:13:13:1 Horizontal Horizontal 213+25.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50% 4:14:1 3:1 3:13:1 Horizontal Horizontal -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 1 4 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 0 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 7 . 9 3 O F F : 1 6 . 0 0 EL E V : 4 9 5 7 . 9 0 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 9 1 O F F : 2 . 0 1 EL E V : 4 9 5 7 . 4 8 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 9 1 DA Y L I G H T O F F : 4 5 . 5 6 EL E V : 4 9 5 7 . 4 3 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 9 1 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 1 9 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 1 3 O F F : 1 4 . 0 0 EL E V : 4 9 5 7 . 9 8 O F F : 1 6 . 0 0 EL E V : 4 9 5 7 . 9 5 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 9 6 O F F : 1 . 3 5 EL E V : 4 9 5 7 . 6 2 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 9 6 DA Y L I G H T O F F : 4 5 . 8 3 EL E V : 4 9 5 7 . 5 7 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 9 6 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 2 4 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 1 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 0 3 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 0 0 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 0 0 O F F : 1 . 3 0 EL E V : 4 9 5 7 . 7 6 DA Y L I G H T O F F : 4 6 . 2 2 EL E V : 4 9 5 7 . 7 5 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 0 0 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 0 0 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 2 9 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 2 3 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 0 8 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 0 5 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 0 5 O F F : 1 . 2 5 EL E V : 4 9 5 7 . 6 9 DA Y L I G H T O F F : 4 6 . 7 2 EL E V : 4 9 5 7 . 9 6 O F F : 3 5 . 0 0 EL E V : 4 9 5 4 . 0 5 O F F : 3 0 . 0 0 EL E V : 4 9 5 4 . 0 5 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 13 SPF SEAN.FAHEY 84 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 0 6 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 213+50.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50%4:14:1 5:1 3:13:1 Horizontal Horizontal 213+75.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50%4:14:1 3:13:13:1 Horizontal Horizontal 214+00.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H -1.50%-1.50% -1.50%4:14:1 3:1 -1.50%-1.50% -1.50%4:14:1 3:13:13:1 Horizontal Horizontal 214+25.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H 33.33 %3:11.50%1.50% 3:13:1 3:1 33.33 %3:11.50%1.50% 3:13:1 3:13:13:1 Horizontal Horizontal -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 8 8 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 2 1 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 3 6 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 3 9 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 7 1 O F F : 2 . 8 4 EL E V : 4 9 5 5 . 8 6 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 8 8 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 2 1 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 3 6 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 3 9 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 7 1 O F F : 2 . 8 4 EL E V : 4 9 5 5 . 8 6 DA Y L I G H T O F F : 4 4 . 9 8 EL E V : 4 9 5 7 . 0 4 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 7 1 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 7 1 O F F : 0 . 0 0 EL E V : 4 9 5 7 . 3 0 O F F : 4 . 0 0 EL E V : 4 9 5 7 . 2 4 O F F : 1 4 . 0 0 EL E V : 4 9 5 7 . 0 9 O F F : 1 6 . 0 0 EL E V : 4 9 5 7 . 0 6 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 7 6 O F F : 2 . 9 4 EL E V : 4 9 5 6 . 2 9 O F F : 0 . 0 0 EL E V : 4 9 5 7 . 3 0 O F F : 4 . 0 0 EL E V : 4 9 5 7 . 2 4 O F F : 1 4 . 0 0 EL E V : 4 9 5 7 . 0 9 O F F : 1 6 . 0 0 EL E V : 4 9 5 7 . 0 6 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 7 6 O F F : 2 . 9 4 EL E V : 4 9 5 6 . 2 9 DA Y L I G H T O F F : 4 5 . 0 1 EL E V : 4 9 5 7 . 1 0 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 7 6 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 7 6 O F F : 0 . 0 0 EL E V : 4 9 5 7 . 7 4 O F F : 4 . 0 0 EL E V : 4 9 5 7 . 6 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 7 . 5 3 O F F : 1 6 . 0 0 EL E V : 4 9 5 7 . 5 0 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 8 1 O F F : 2 . 9 8 EL E V : 4 9 5 6 . 6 9 DA Y L I G H T O F F : 4 5 . 0 7 EL E V : 4 9 5 7 . 1 6 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 8 1 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 8 1 O F F : 0 . 0 0 EL E V : 4 9 5 8 . 0 3 O F F : 4 . 0 0 EL E V : 4 9 5 7 . 9 7 O F F : 1 4 . 0 0 EL E V : 4 9 5 7 . 8 2 O F F : 1 6 . 0 0 EL E V : 4 9 5 7 . 7 9 O F F : 3 0 . 0 7 EL E V : 4 9 5 3 . 8 6 O F F : 2 . 7 9 EL E V : 4 9 5 7 . 5 1 DA Y L I G H T O F F : 4 5 . 3 7 EL E V : 4 9 5 7 . 2 9 O F F : 3 5 . 0 7 EL E V : 4 9 5 3 . 8 6 O F F : 3 0 . 0 7 EL E V : 4 9 5 3 . 8 6 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 14 SPF SEAN.FAHEY 85 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 0 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 214+50.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H 33.33 %3:11.50%1.50% 3:13:1 3:13:13:1 Horizontal Horizontal 214+75.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H 33.33 %3:11.50%1.50% 3:13:1 3:13:13:1 Horizontal Horizontal 215+00.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H 33.33 %3:11.50%1.50% 3:13:1 4:13:13:1 Horizontal Horizontal 215+25.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H 33.33 %3:11.50%1.50% 3:13:1 3:13:13:1 Horizontal Horizontal -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 5 4 O F F : 4 . 0 0 EL E V : 4 9 5 7 . 8 7 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 0 2 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 0 5 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 5 2 O F F : 2 . 2 9 EL E V : 4 9 5 5 . 8 2 DA Y L I G H T O F F : 4 5 . 2 9 EL E V : 4 9 5 6 . 9 5 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 5 2 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 5 2 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 4 1 O F F : 4 . 0 0 EL E V : 4 9 5 7 . 7 5 O F F : 1 4 . 0 0 EL E V : 4 9 5 7 . 9 0 O F F : 1 6 . 0 0 EL E V : 4 9 5 7 . 9 3 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 5 7 O F F : 2 . 4 3 EL E V : 4 9 5 5 . 7 5 DA Y L I G H T O F F : 4 4 . 8 9 EL E V : 4 9 5 6 . 8 6 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 5 7 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 5 7 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 4 2 O F F : 4 . 0 0 EL E V : 4 9 5 7 . 7 6 O F F : 1 4 . 0 0 EL E V : 4 9 5 7 . 9 1 O F F : 1 6 . 0 0 EL E V : 4 9 5 7 . 9 4 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 6 2 O F F : 2 . 5 7 EL E V : 4 9 5 5 . 6 9 DA Y L I G H T O F F : 4 5 . 2 2 EL E V : 4 9 5 7 . 0 2 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 6 2 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 6 2 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 5 8 O F F : 4 . 0 0 EL E V : 4 9 5 7 . 9 1 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 0 6 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 0 9 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 6 6 O F F : 2 . 7 0 EL E V : 4 9 5 5 . 7 3 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 6 6 DA Y L I G H T O F F : 4 5 . 0 0 EL E V : 4 9 5 7 . 0 0 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 6 6 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 15 SPF SEAN.FAHEY 86 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 0 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 215+50.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H 33.33 %3:11.50%1.50% 3:13:1 3:13:13:1 Horizontal Horizontal 215+75.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H 33.33 %3:11.50%1.50% 3:13:1 3:1 33.33 %3:11.50%1.50% 3:13:1 3:1 3:13:1 3:13:1 5065:1 2037:1 216+00.00 4940 4950 4960 4970 4940 4950 4960 4970 HC L M A I L CR E E K DI T C H 1.50%1.50%1.50%6:16:1 8:1 3:13:1 1483:11432:1 1465:1 628:1 216+25.00 4940 4950 4960 4970 4940 4950 4960 4970 1.41%55:1 4:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 9 3 O F F : 1 0 . 0 0 EL E V : 4 9 5 7 . 0 7 O F F : 4 1 . 6 4 EL E V : 4 9 5 6 . 5 0 O F F : 1 . 6 8 EL E V : 4 9 5 7 . 3 9 O F F : 0 . 0 0 EL E V : 4 9 5 7 . 0 0 O F F : 3 . 2 2 EL E V : 4 9 5 7 . 0 5 O F F : 1 3 . 2 2 EL E V : 4 9 5 7 . 2 0 O F F : 1 4 . 8 4 EL E V : 4 9 5 7 . 2 2 O F F : 3 6 . 2 0 EL E V : 4 9 5 3 . 3 7 O F F : 1 . 8 2 EL E V : 4 9 5 6 . 7 8 DA Y L I G H T O F F : 4 5 . 1 1 EL E V : 4 9 5 4 . 5 3 O F F : 4 1 . 4 2 EL E V : 4 9 5 3 . 3 7 O F F : 3 6 . 2 0 EL E V : 4 9 5 3 . 3 7 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 8 5 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 1 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 3 3 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 3 6 O F F : 3 0 . 4 9 EL E V : 4 9 5 3 . 4 2 O F F : 1 . 9 9 EL E V : 4 9 5 6 . 1 3 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 8 5 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 1 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 3 3 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 3 6 O F F : 3 0 . 4 9 EL E V : 4 9 5 3 . 4 2 O F F : 1 . 9 9 EL E V : 4 9 5 6 . 1 3 O F F : 3 5 . 5 2 EL E V : 4 9 5 3 . 4 2 DA Y L I G H T O F F : 4 6 . 6 3 EL E V : 4 9 5 7 . 1 0 O F F : 3 0 . 4 9 EL E V : 4 9 5 3 . 4 2 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 6 9 O F F : 4 . 0 0 EL E V : 4 9 5 8 . 0 3 O F F : 1 4 . 0 0 EL E V : 4 9 5 8 . 1 8 O F F : 1 6 . 0 0 EL E V : 4 9 5 8 . 2 1 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 4 7 O F F : 2 . 1 6 EL E V : 4 9 5 6 . 0 0 DA Y L I G H T O F F : 4 7 . 2 4 EL E V : 4 9 5 7 . 5 5 O F F : 3 5 . 0 0 EL E V : 4 9 5 3 . 4 7 O F F : 3 0 . 0 0 EL E V : 4 9 5 3 . 4 7 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 16 SPF SEAN.FAHEY 87 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 1 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 216+50.00 4940 4950 4960 4970 4940 4950 4960 4970 -0.05%3:1 12:1 -70 -60 -50 -40 -30 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 4 1 O F F : 1 0 . 0 0 EL E V : 4 9 5 6 . 4 0 O F F : 1 4 . 4 9 EL E V : 4 9 5 7 . 9 8 O F F : 8 . 6 3 EL E V : 4 9 5 7 . 1 1 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS WEST TRAIL 17 SPF SEAN.FAHEY 88 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 1 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 1 3 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-01.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 300+25.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50% 0:1 300+50.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50% 0:1 300+75.00 4940 4950 4960 4970 4940 4950 4960 4970 1:1 1.50% 1.50%1.50%3:1 301+00.00 4940 4950 4960 4970 4940 4950 4960 4970 1:1 1.50% 1.50%1.50%8:1 301+25.00 4940 4950 4960 4970 4940 4950 4960 4970 0:1 1.50%1.50%1.50%9:1 301+50.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%23:1 0:1 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 4 . 0 0 EL E V : 4 9 5 5 . 3 7 O F F : 1 4 . 0 0 EL E V : 4 9 5 5 . 5 2 O F F : 0 . 0 3 EL E V : 4 9 5 4 . 8 9 O F F : 0 . 0 4 EL E V : 4 9 5 5 . 1 2 O F F : 3 . 2 4 EL E V : 4 9 5 5 . 4 9 O F F : 1 2 . 8 5 EL E V : 4 9 5 5 . 6 4 O F F : 0 . 1 2 EL E V : 4 9 5 5 . 3 8 O F F : 1 . 9 9 EL E V : 4 9 5 5 . 6 1 O F F : 1 0 . 9 9 EL E V : 4 9 5 5 . 7 5 O F F : 0 . 0 5 EL E V : 4 9 5 5 . 6 3 O F F : 0 . 7 5 EL E V : 4 9 5 5 . 7 3 O F F : 9 . 1 2 EL E V : 4 9 5 5 . 8 6 O F F : 0 . 0 0 EL E V : 4 9 5 5 . 8 6 O F F : 7 . 9 7 EL E V : 4 9 5 5 . 9 8 O F F : 0 . 0 0 EL E V : 4 9 5 6 . 0 3 O F F : 7 . 9 7 EL E V : 4 9 5 6 . 1 5 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS EAST TRAIL 01 - ADD ALT SPF SEAN.FAHEY 89 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 3 6 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 301+75.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%20:1 0:1 302+00.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 5:1 0:1 302+25.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 6:1 302+50.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 5:1 0:1 302+75.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%10:1 1:1 303+00.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%19:1 1:1 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 5 4 O F F : 1 4 . 0 0 EL E V : 4 9 5 4 . 6 9 O F F : 0 . 3 7 EL E V : 4 9 5 4 . 0 6 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 6 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 4 . 8 3 O F F : 0 . 2 3 EL E V : 4 9 5 4 . 2 1 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 8 2 O F F : 1 4 . 0 0 EL E V : 4 9 5 4 . 9 7 O F F : 0 . 0 3 EL E V : 4 9 5 4 . 4 3 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 9 6 O F F : 1 4 . 0 0 EL E V : 4 9 5 5 . 1 1 O F F : 4 . 0 0 EL E V : 4 9 5 5 . 0 9 O F F : 1 4 . 0 0 EL E V : 4 9 5 5 . 2 4 O F F : 0 . 0 0 EL E V : 4 9 5 4 . 6 6 O F F : 4 . 0 0 EL E V : 4 9 5 5 . 2 3 O F F : 1 4 . 0 0 EL E V : 4 9 5 5 . 3 8 O F F : 0 . 0 2 EL E V : 4 9 5 4 . 7 7 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS EAST TRAIL 02 - ADD ALT SPF SEAN.FAHEY 90 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 3 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 303+25.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%38:1 1:1 303+50.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%9:1 303+75.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 8:1 304+00.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%37:1 0:1 304+25.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%14:1 0:1 304+50.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%28:1 0:1 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 4 . 0 0 EL E V : 4 9 5 3 . 7 2 O F F : 1 4 . 0 0 EL E V : 4 9 5 3 . 8 7 O F F : 0 . 0 4 EL E V : 4 9 5 3 . 2 2 O F F : 4 . 0 0 EL E V : 4 9 5 3 . 8 6 O F F : 1 4 . 0 0 EL E V : 4 9 5 4 . 0 1 O F F : 0 . 0 7 EL E V : 4 9 5 3 . 3 9 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 0 0 O F F : 1 4 . 0 0 EL E V : 4 9 5 4 . 1 5 O F F : 0 . 0 3 EL E V : 4 9 5 3 . 5 9 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 1 3 O F F : 1 4 . 0 0 EL E V : 4 9 5 4 . 2 8 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 2 7 O F F : 1 4 . 0 0 EL E V : 4 9 5 4 . 4 2 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 4 1 O F F : 1 4 . 0 0 EL E V : 4 9 5 4 . 5 6 O F F : 0 . 3 3 EL E V : 4 9 5 3 . 9 8 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS EAST TRAIL 03 - ADD ALT SPF SEAN.FAHEY 91 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 3 9 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 304+75.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50%927:1 0:1 305+00.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50% 1.50%1.50%27:1 0:1 305+25.00 4940 4950 4960 4970 4940 4950 4960 4970 Vertical 1.50%Vertical11:1 5:1 Vertical 1.50%Vertical11:1 5:1 305+50.00 4940 4950 4960 4970 4940 4950 4960 4970 Vertical 1.50%Vertical 5:1 7.33%6.67%6.91% 4.98%5.01%5.12%5.33% 5.25%5.26%5.26%5.26%5.26%5.26%5.27%5.27%5.27% 5.24%5.25%5.25% 0:1 60.47% 143.62% 62.49% -19.53% 5.24%5.24% 305+75.00 4940 4950 4960 4970 4940 4950 4960 4970 Vertical 1.50%Vertical 13:1 0:1 306+00.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50% 1.50%1.50%6:1 1:1 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 0 . 6 6 EL E V : 4 9 5 2 . 4 4 O F F : 1 0 . 6 6 EL E V : 4 9 5 2 . 5 9 O F F : 0 . 0 2 EL E V : 4 9 5 2 . 4 6 O F F : 0 . 0 0 EL E V : 4 9 5 2 . 7 7 O F F : 1 0 . 0 0 EL E V : 4 9 5 2 . 9 2 O F F : 0 . 0 5 EL E V : 4 9 5 2 . 6 1 O F F : 0 . 0 0 EL E V : 4 9 5 3 . 1 0 O F F : 1 0 . 0 0 EL E V : 4 9 5 3 . 2 5 O F F : 2 . 1 9 EL E V : 4 9 5 2 . 6 7 O F F : 0 . 0 0 EL E V : 4 9 5 3 . 2 5 O F F : 1 0 . 0 0 EL E V : 4 9 5 3 . 4 0 O F F : 2 . 0 1 EL E V : 4 9 5 2 . 8 1 O F F : 0 . 0 0 EL E V : 4 9 5 3 . 2 5 O F F : 1 0 . 0 0 EL E V : 4 9 5 3 . 4 0 O F F : 2 . 0 1 EL E V : 4 9 5 2 . 8 1 O F F : 1 . 6 7 EL E V : 4 9 5 3 . 4 1 O F F : 1 1 . 6 7 EL E V : 4 9 5 3 . 5 6 O F F : 0 . 1 2 EL E V : 4 9 5 2 . 9 9 O F F : 3 . 3 3 EL E V : 4 9 5 3 . 5 7 O F F : 1 3 . 3 3 EL E V : 4 9 5 3 . 7 2 O F F : 0 . 0 0 EL E V : 4 9 5 3 . 0 6 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS EAST TRAIL 04 - ADD ALT SPF SEAN.FAHEY 92 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 4 1 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 306+25.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50% 1.50%1.50% 4:1 0:1 306+50.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 5:1 9:1 306+75.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 5:1 2:1 307+00.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 5:1 2:1 307+25.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 5:1 1:1 307+50.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 5:1 1:1 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 4 . 0 0 EL E V : 4 9 5 1 . 7 5 O F F : 1 4 . 0 0 EL E V : 4 9 5 1 . 9 0 O F F : 0 . 0 2 EL E V : 4 9 5 1 . 6 6 O F F : 4 . 0 0 EL E V : 4 9 5 1 . 8 7 O F F : 1 4 . 0 0 EL E V : 4 9 5 2 . 0 2 O F F : 0 . 0 2 EL E V : 4 9 5 1 . 7 9 O F F : 4 . 0 0 EL E V : 4 9 5 2 . 0 0 O F F : 1 4 . 0 0 EL E V : 4 9 5 2 . 1 5 O F F : 0 . 0 4 EL E V : 4 9 5 1 . 9 1 O F F : 4 . 0 0 EL E V : 4 9 5 2 . 1 2 O F F : 1 4 . 0 0 EL E V : 4 9 5 2 . 2 7 O F F : 0 . 0 2 EL E V : 4 9 5 2 . 0 5 O F F : 3 . 4 4 EL E V : 4 9 5 2 . 2 4 O F F : 1 3 . 4 4 EL E V : 4 9 5 2 . 3 9 O F F : 0 . 0 8 EL E V : 4 9 5 2 . 1 8 O F F : 2 . 0 5 EL E V : 4 9 5 2 . 3 4 O F F : 1 2 . 0 5 EL E V : 4 9 5 2 . 4 9 O F F : 0 . 0 2 EL E V : 4 9 5 2 . 2 7 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS EAST TRAIL 05 - ADD ALT SPF SEAN.FAHEY 93 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 4 2 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 307+75.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 4:1 0:1 308+00.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%1.50%1.50% 4:1 0:1 308+25.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%1.50%1.50% 4:1 1:1 308+50.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%1.50%1.50% 4:1 2:1 308+75.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%1.50%1.50% 4:1 3:1 309+00.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%1.50%1.50% 4:1 4:1 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 4 . 0 0 EL E V : 4 9 5 1 . 0 0 O F F : 1 4 . 0 0 EL E V : 4 9 5 1 . 1 5 O F F : 0 . 5 4 EL E V : 4 9 5 0 . 8 1 O F F : 4 . 0 0 EL E V : 4 9 5 1 . 1 3 O F F : 1 4 . 0 0 EL E V : 4 9 5 1 . 2 8 O F F : 0 . 3 0 EL E V : 4 9 5 0 . 9 7 O F F : 4 . 0 0 EL E V : 4 9 5 1 . 2 5 O F F : 1 4 . 0 0 EL E V : 4 9 5 1 . 4 0 O F F : 0 . 1 3 EL E V : 4 9 5 1 . 1 2 O F F : 4 . 0 0 EL E V : 4 9 5 1 . 3 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 1 . 5 3 O F F : 0 . 0 5 EL E V : 4 9 5 1 . 2 6 O F F : 4 . 0 0 EL E V : 4 9 5 1 . 5 0 O F F : 1 4 . 0 0 EL E V : 4 9 5 1 . 6 5 O F F : 0 . 0 0 EL E V : 4 9 5 1 . 4 0 O F F : 4 . 0 0 EL E V : 4 9 5 1 . 6 2 O F F : 1 4 . 0 0 EL E V : 4 9 5 1 . 7 7 O F F : 0 . 0 1 EL E V : 4 9 5 1 . 5 3 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS EAST TRAIL 06 - ADD ALT SPF SEAN.FAHEY 94 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 4 4 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 309+25.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%1.50%1.50% 4:1 4:1 309+50.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%1.50%1.50% 4:1 3:1 309+75.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 8:1 1.50%1.50%1.50% 2:1 310+00.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 15:11.50% 1.50%1.50% 6:1 310+25.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%7:1 310+50.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%3:1 39:1 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 0 . 4 4 O F F : 8 . 0 0 EL E V : 4 9 5 0 . 5 6 O F F : 0 . 1 9 EL E V : 4 9 5 0 . 4 3 O F F : 0 . 0 0 EL E V : 4 9 5 0 . 3 6 O F F : 8 . 0 0 EL E V : 4 9 5 0 . 4 8 O F F : 3 . 7 6 EL E V : 4 9 5 0 . 2 0 O F F : 0 . 8 7 EL E V : 4 9 5 0 . 4 6 O F F : 9 . 3 0 EL E V : 4 9 5 0 . 5 9 O F F : 2 . 1 2 EL E V : 4 9 5 0 . 3 1 O F F : 3 . 6 9 EL E V : 4 9 5 0 . 6 3 O F F : 1 3 . 5 4 EL E V : 4 9 5 0 . 7 7 O F F : 4 . 0 0 EL E V : 4 9 5 0 . 7 5 O F F : 1 4 . 0 0 EL E V : 4 9 5 0 . 9 0 O F F : 0 . 5 6 EL E V : 4 9 5 0 . 5 2 O F F : 4 . 0 0 EL E V : 4 9 5 0 . 8 8 O F F : 1 4 . 0 0 EL E V : 4 9 5 1 . 0 3 O F F : 0 . 6 5 EL E V : 4 9 5 0 . 6 5 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS EAST TRAIL 07 - ADD ALT SPF SEAN.FAHEY 95 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 4 5 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 310+75.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%2:1 11:1 311+00.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%6:1 64:1 311+25.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%9:1 30:1 311+50.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%5:1 15:1 311+75.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50%63:1 18:1 312+00.00 4930 4940 4950 4960 4970 4930 4940 4950 4960 4970 1.50% 1:1 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 0 . 0 0 EL E V : 4 9 5 1 . 2 1 O F F : 1 0 . 0 0 EL E V : 4 9 5 1 . 3 6 O F F : 0 . 0 0 EL E V : 4 9 5 1 . 0 9 O F F : 1 0 . 0 0 EL E V : 4 9 5 1 . 2 4 O F F : 0 . 2 6 EL E V : 4 9 5 1 . 1 1 O F F : 0 . 0 0 EL E V : 4 9 5 0 . 9 7 O F F : 1 0 . 0 0 EL E V : 4 9 5 1 . 1 2 O F F : 0 . 7 1 EL E V : 4 9 5 0 . 9 3 O F F : 0 . 0 0 EL E V : 4 9 5 0 . 8 5 O F F : 1 0 . 0 0 EL E V : 4 9 5 1 . 0 0 O F F : 0 . 6 8 EL E V : 4 9 5 0 . 8 3 O F F : 0 . 0 0 EL E V : 4 9 5 0 . 7 3 O F F : 1 0 . 0 0 EL E V : 4 9 5 0 . 8 8 O F F : 0 . 4 0 EL E V : 4 9 5 0 . 7 3 O F F : 0 . 0 0 EL E V : 4 9 5 0 . 5 7 O F F : 8 . 0 0 EL E V : 4 9 5 0 . 6 9 O F F : 0 . 2 9 EL E V : 4 9 5 0 . 5 5 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS EAST TRAIL 08 - ADD ALT SPF SEAN.FAHEY 96 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 2 , 9 / 2 9 / 2 0 2 3 8 : 4 4 : 4 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:44 AM FILE NAME: CO-6324-22-XSEC-02.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 0+75.00 4940 4950 4960 4970 4980 4940 4950 4960 4970 4980 -0.52%4:1 0.52%3:1-0.52%4:1 0.52%3:1 1+00.00 4940 4950 4960 4970 4940 4950 4960 4970 -0.72%3:1 0.72%3:1 4:1 1+25.00 4940 4950 4960 4970 4940 4950 4960 4970 1.50%4:1 -1.50%3:1 1+50.00 4940 4950 4960 4970 4940 4950 4960 4970 -1.50% 4:1 1.50%4:1 1+75.00 4940 4950 4960 4970 4940 4950 4960 4970 -1.50% 4:1 1.50%4:1 2+00.00 4940 4950 4960 4970 4940 4950 4960 4970 -1.50% 4:1 1.50%4:1 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 4 . 0 0 EL E V : 4 9 5 5 . 3 7 DA Y L I G H T O F F : 4 . 9 6 EL E V : 4 9 5 5 . 1 3 O F F : 4 . 0 0 EL E V : 4 9 5 5 . 4 9 DA Y L I G H T O F F : 4 . 0 8 EL E V : 4 9 5 5 . 4 7 O F F : 4 . 0 0 EL E V : 4 9 5 5 . 9 1 DA Y L I G H T O F F : 5 . 0 4 EL E V : 4 9 5 5 . 6 5 O F F : 4 . 0 0 EL E V : 4 9 5 6 . 0 3 DA Y L I G H T O F F : 4 . 1 1 EL E V : 4 9 5 6 . 0 1 O F F : 4 . 2 2 EL E V : 4 9 5 6 . 4 5 DA Y L I G H T O F F : 4 . 8 5 EL E V : 4 9 5 6 . 2 9 O F F : 4 . 2 2 EL E V : 4 9 5 6 . 5 8 DA Y L I G H T O F F : 4 . 4 6 EL E V : 4 9 5 6 . 5 1 O F F : 5 . 0 0 EL E V : 4 9 5 8 . 1 1 DA Y L I G H T O F F : 7 . 8 7 EL E V : 4 9 5 7 . 4 0 O F F : 5 . 0 0 EL E V : 4 9 5 7 . 9 6 DA Y L I G H T O F F : 9 . 0 4 EL E V : 4 9 5 6 . 6 2 O F F : 5 . 0 0 EL E V : 4 9 5 9 . 3 6 DA Y L I G H T O F F : 1 0 . 2 2 EL E V : 4 9 5 7 . 7 9 O F F : 5 . 0 0 EL E V : 4 9 5 9 . 4 4 DA Y L I G H T O F F : 1 3 . 0 7 EL E V : 4 9 5 6 . 7 5 DA Y L I G H T O F F : 1 8 . 2 5 EL E V : 4 9 5 8 . 2 7 O F F : 5 . 0 0 EL E V : 4 9 6 0 . 0 4 DA Y L I G H T O F F : 1 2 . 7 5 EL E V : 4 9 5 8 . 1 0 O F F : 5 . 0 0 EL E V : 4 9 6 0 . 0 9 DA Y L I G H T O F F : 1 0 . 3 9 EL E V : 4 9 5 8 . 2 9 O F F : 5 . 0 0 EL E V : 4 9 6 0 . 0 4 DA Y L I G H T O F F : 1 2 . 7 5 EL E V : 4 9 5 8 . 1 0 O F F : 5 . 0 0 EL E V : 4 9 6 0 . 0 9 DA Y L I G H T O F F : 1 0 . 3 9 EL E V : 4 9 5 8 . 2 9 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS MC CROSSING 01 SPF SEAN.FAHEY 97 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 3 , 9 / 2 9 / 2 0 2 3 8 : 4 5 : 1 7 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:45 AM FILE NAME: CO-6324-22-XSEC-03.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 2+25.00 4940 4950 4960 4970 4940 4950 4960 4970 -1.50% 4:1 1.50%4:1 2+50.00 4940 4950 4960 4970 4940 4950 4960 4970 -1.50% 4:1 1.50%3:1 -20 -10 0 10 20 -20 -10 0 10 20 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 2 9 DA Y L I G H T O F F : 4 . 4 1 EL E V : 4 9 5 4 . 1 9 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 4 1 DA Y L I G H T O F F : 4 . 2 0 EL E V : 4 9 5 4 . 4 8 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 8 3 DA Y L I G H T O F F : 4 . 6 7 EL E V : 4 9 5 4 . 6 6 O F F : 4 . 0 0 EL E V : 4 9 5 4 . 9 5 DA Y L I G H T O F F : 4 . 0 4 EL E V : 4 9 5 4 . 9 4 STRUCTURE NUMBERS DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: MAIL CREEK TRAIL IMPROVEMENTS CROSS SECTIONS MC CROSSING 02 SPF SEAN.FAHEY 98 1" = 20'N/A C: \ p w _ w o r k \ h o r r o c k s \ d 0 5 0 9 9 7 1 \ C O - 6 3 2 4 - 2 2 - X S E C - 0 3 , 9 / 2 9 / 2 0 2 3 8 : 4 5 : 1 8 A M , S e a n F a h e y AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/29/2023 8:45 AM FILE NAME: CO-6324-22-XSEC-03.DWG DESIGNER: DETAILER: HORIZ. SCALE:VERT. SCALE: 5250 Hahns Peak Dr., Ste 220Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSR-X 09-29-2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA D: \ F l o w D C D r o p b o x \ j u s t i n s p r u e l l \ C i t y o f F o r t C o l l i n s \ 2 0 2 3 \ M a i l C r e e k \ L M 1 0 0 ' s , 9 / 2 2 / 2 0 2 3 3 : 3 8 : 4 8 P M , J u s t i n s p r u e l l AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/22/2023 FILE NAME: DESIGNER: DETAILER: HORIZ. SCALE: 5250 Hahns Peak Dr., Ste 220 Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSAS SHOWN TREE PROTECTION AND MITIGATION CITY PARK - GENERAL TREE PROTECTION NOTES 1. All employees who will be working on this project will be required to attend a training/awareness session presented by the Forestry Division staff on tree protection. Attending this training must occur prior to any employee actually working on the project. 2. All existing trees shall be inventoried in the potential construction impact zone and shall be numbered and identified by species, size, condition, intent to save or remove and/or transplant. All tree pruning and protection shall adhere to the requirements found in the City of Fort Collins Tree Management Standards and Best Management Practices manual which was approved by the City Manager March 31, 2010. Mitigation values provided in the tree inventory shall be based on the full appraised value as determined by using the most current edition of the Guide for Plant Appraisal, 9th Edition (Council of Tree and Landscape Appraisers). For example, the Northern Red Oak (tree #19) has an appraised value of $58,433. 3. Existing trees marked for protection and preservation shall not be removed or damaged in anyway. 4. The Critical Root Zone of each existing tree shall be defined and protected to the maximum extent feasible with no disturbance. The Critical Root Zone is calculated as a radius from the main trunk of one foot per diameter inch (ex. 30” tree: 30' critical root zone radius). Absolutely no disturbance (cut, excavation, fill) or compaction shall occur in the Interior Critical Root Zone, which is defined as half a foot per diameter inch. No disturbance (cut, excavation, fill) or compaction shall occur in the Outer Critical Root Zone, which is defined as the part of the radius that extends from the Interior Critical Root Zone. The Forestry Division may approve minimal disturbance in the Outer Critical Root Zone only when it is determined that such disturbance will not impact the health or survival of the tree. CITE BERKLEY* 6. All grading, sidewalk and paving levels should be contoured sufficiently to avoid root or trunk damage. At any location where minor root disturbance has been approved in the Outer Critical Root Zone the Project Manager shall contact the City Forestry Division for on-site review prior to any root disturbance. The Project Manager and the contractor performing the work shall be present during the pre-on-site work review. 7. In the instance when root cutting has been approved in the Outer Critical Root Zone, the work shall be done by a certified, qualified, and licensed arborist. The Forestry Division shall approve any arborist working on the project. A Forestry Division staff member shall be present while the approved arborist is exposing or performing a cut on a root. Under no circumstances will cutting a root over 2” in diameter in the Outer Critical Root Zone be approved. The cuts should be made using a sharp saw or appropriate tool so that extra root tissue is not damaged. Cuts should be smooth, flush and completed very quickly after root exposure occurs. Once the root cutting is complete, immediately cover the exposed root tissue with good soil and then water the area to avoid root dehydration. 8. Tree protection shall be set up and implemented prior to construction. Tree protection shall incorporate the following criteria: a. All existing trees within the construction zone shall be protected using a fencing material that meet or exceed the following criteria: 1) Fencing material shall be a minimum height of 5 feet. 2)Fencing may consist of orange snow fencing or other suitable material as approved by the Forestry Division. 3)Protection barrier fencing shall be supported by 1” X 1” metal posts or similar sturdy stock. 4)Support fencing shall be placed at close intervals to prevent any sagging of the fencing material. 5)Concrete blankets or other suitable material shall be wrapped around the trunk of trees that are in close proximity to actual construction activities. At a minimum, the bottom 6 feet of the trunk or to the lowest branch union shall be wrapped. b. The actual location of tree protection fencing should be determined by an onsite meeting between the Forestry Division representative, Project Manager, and contractor prior to work being done. c. Partial fencing within the protection zone may be required as necessary. d. There shall be no movement of equipment or storage of equipment, materials, debris, or fills or cuts within the Interior or Outer Critical Root Zone. The Forestry Division may approve minimal disturbance in the Outer Critical Root Zone only when it is determined that such disturbance will not impact the health or survival of the tree. e. Modification or removal of tree protection fencing or blanket wrap must be approved by the Forestry Division prior to the removal of such protection. 9.In order to protect the critical root zone of each tree and avoid contamination within the project site, the following criteria must be followed (unless otherwise approved by the Forestry Division with a clear understanding of acceptable alternative compliance agreed to in writing): a.Equipment or material shall not be washed, cleaned or rinsed within the project site. Washing and cleaning of equipment and materials shall follow all state and local regulations. b. Equipment or materials shall not be stored within a distance that equals twice the critical root zone. c. Equipment or materials shall not lean up against trunks of trees. d.Potentially harmful materials, such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree, shall be applied and stored in a manner that absolutely ensures no soil contamination of any kind will occur. Prior to use or application of potentially harmful materials within the Outer Critical Root Zone, such use or storage shall be reviewed and approved by the Forestry Division. 10. Attachments such as wires, cables, winches, ropes, signs, notices or permits shall not be fastened to any tree in the project area. 11. Tree pruning within the project area that is determined to be required by the Forestry Division shall be performed by the Forestry Division as a cost to the project. Tree pruning could include complete pruning of trees or individual branch pruning. Private contractors shall not be utilized for tree pruning on this project. 12. Applying thick layers of wood mulch over a portion of the root system of existing trees may be directed at individual locations to adequately prevent soil compaction and conserve soil moisture during construction activity. Mulch depth to be determined by the Forestry Division. 5. Any approved disturbance (cut, excavation, or fill) in the Outer Critical Root Zone by the City Forestry Division must be accomplished using methods approved by Forestry. This may include the required use of hand tools, air spade, or hydro-excavation when necessary. MAIL CREEK IMPROVEMENTS TREE MITIGATION NOTES FOR FORESTRY INFORMATION ONLY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA TREE PROTECTION AND MITIGATION 13. Apply a thick layer of mulch over defined vehicle entry routes, equipment staging areas, material storage areas, and other areas where equipment will be positioned. Locations of any of these areas shall be reviewed and approved by the Forestry Division and at least twice the critical root zone distance from any existing tree (or to a distance agreed to by the Forestry Division). Mulch depth to be determined by the Forestry Division. 14. Loss or any injury to any tree(s) within the project area due to contractor neglect or improper construction activities will result in a penalty of up to full damages for the assessed value of the tree(s) as determine by the City Forestry Division using the Council of Tree and Landscape Appraiser Guide for Plant Appraisal (most recent edition). Full loss or partial injury value will be assessed to the contractor by the Project Manager. All tree injuries will receive a monetary penalty for the damage. 15. An additional fine of one-thousand-dollars will be levied against the contractor for each incident of unnecessary damage to existing trees or failure to follow these tree protection notes or specific direction that has been provided by the City Forestry Division. Penalties shall be administered by the Project Manager by assessing the cost to the contractor or responsible party. The assessed cost shall include the appraised value of the damage (see note 14) plus the one-thousand-dollar penalty for each occurrence. The Project Manager shall document the damage and the penalty. Financial penalty payments and damage assessments by the contractor shall be provided to the Forestry Division budget. 16. The Project Manager is responsible for scheduling tree inspections with the City Forester as required in these notes and as necessary to ensure maximum compliance to the required tree protection standards. There shall be daily coordination of field crews by the Project Manager and/or contractor whenever any work could, in any way, potentially impact existing trees. This is to ensure the maximum compliance with the tree protection specifications and direction received from the City Forester. Some examples where a tree inspection shall be scheduled by the Project Manager includes trenching, excavation, demolition of existing concrete, root pruning (see specification 7), construction of retaining walls and construction of new curb or any work that could potentially impact any part of a tree. 17. All grading and construction plans shall be designed to prevent any grade change within the Critical Root Zone of a tree, to the maximum extent feasible. 18. New irrigation lines or new underground fixture shall be placed outside of the Critical Root Zone. Additional distance separation may be required by the City Forestry Division when it is determined to be necessary for the protection of an individual tree. Boring of fixtures may be approved by the Forestry Division when no other option is available. Such boring shall only occur in the Outer Critical Root Zone and at a depth and by a method approved by the Forestry Division (unless otherwise approved by the Forestry Division). 19. Soil preparation for landscaping in the Critical Root Zone causes a root environment disturbance. The disturbance caused by soil preparation shall be interpreted and reviewed following Tree Protection Specification 4. CITY PARK - GENERAL TREE PROTECTION NOTES SCALE: 12" BARK MULCH PAD / CONSTRUCTION AREAS NTS TREE ROOT PROTECTION CR I T I C A L R O O T Z O N E PLACE SAND BAGS AS NEED TO CONTAIN MULCH & FOR EASIER CLEANUP AFTER CONSTRUCTION IS COMPLETE CONSTRUCTION ACCESS EXISTING TREE ROOTS EXISTING TREE EXISTING GRAVEL MULCH 12" BARK MULCH IN T E R I O R C R I T I C A L R O O T Z O N E 6" GRAVEL MULCH SCALE: 12" BARK MULCH HIGHWAY / CONSTRUCTION ACCESS NTS TREE ROOT PROTECTION ZONE EXISTING TREE ROOTS EXISTING TREE DR I P Z O N E O F T R E E CONSTRUCTION AREA EXISTING GRAVEL MULCH PLACE SAND BAGS AS NEEDED TO CONTAIN BARK MULCH & FOR EASIER CLEANUP AFTER CONSTRUCTION IS COMPLETE 12" BARK MULCH A B D: \ F l o w D C D r o p b o x \ j u s t i n s p r u e l l \ C i t y o f F o r t C o l l i n s \ 2 0 2 3 \ M a i l C r e e k \ L M 1 0 0 ' s , 9 / 2 2 / 2 0 2 3 3 : 3 9 : 4 9 P M , J u s t i n s p r u e l l AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/22/2023 FILE NAME: DESIGNER: DETAILER: HORIZ. SCALE: 5250 Hahns Peak Dr., Ste 220 Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSAS SHOWN MAIL CREEK IMPROVEMENTS TREE MITIGATION NOTES & DETAILS FOR FORESTRY INFORMATION ONLY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 29 SEE SHEET 102 SP R U C E C R E E K D R I V E TI M B E R L I N E R O A D MA I L C R E E K D I T C H EXISTING TREE TO BE PROTECTED IN PLACE EXISTING TREE TO BE REMOVED EXISTING TREES LEGEND TOTAL MITIGATION QUANTITY: - 19 MITIGATION TREES ARE REQUIRED AND MUST BE SIZED AT THE FOLLOWING CALIPER: 2" CALIPER BALL AND BURLAPPED. CITY FORESTER SIGNATURE BLOCK APPROVED BY THE CITY FORESTER OF THE CITY OF FORT COLLINS, CO ON THIS DAY OF ,20 CITY FORESTER D: \ F l o w D C D r o p b o x \ j u s t i n s p r u e l l \ C i t y o f F o r t C o l l i n s \ 2 0 2 3 \ M a i l C r e e k \ L M 1 0 0 ' s , 9 / 2 6 / 2 0 2 3 8 : 0 3 : 1 5 A M , J u s t i n s p r u e l l AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/22/2023 FILE NAME: DESIGNER: DETAILER: HORIZ. SCALE: 5250 Hahns Peak Dr., Ste 220 Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSAS SHOWN NORTH0'40'80' 160' MAIL CREEK IMPROVEMENTS TREE MITIGATION PLANS FOR FORESTRY INFORMATION ONLY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 27 2524 16 2 23 21 20 15 13 14 18 17 12 26 28 919 11 TI M B E R L I N E R O A D M A I L C R E E K D I T C H 2210 31 5 7 4 6 8 EXISTING TREE TO BE PROTECTED IN PLACE EXISTING TREE TO BE REMOVED EXISTING TREES LEGEND TOTAL MITIGATION QUANTITY: - 19 MITIGATION TREES ARE REQUIRED AND MUST BE SIZED AT THE FOLLOWING CALIPER: 2" CALIPER BALL AND BURLAPPED. CITY FORESTER SIGNATURE BLOCK APPROVED BY THE CITY FORESTER OF THE CITY OF FORT COLLINS, CO ON THIS DAY OF ,20 CITY FORESTER D: \ F l o w D C D r o p b o x \ j u s t i n s p r u e l l \ C i t y o f F o r t C o l l i n s \ 2 0 2 3 \ M a i l C r e e k \ L M 1 0 0 ' s , 9 / 2 6 / 2 0 2 3 8 : 0 3 : 4 9 A M , J u s t i n s p r u e l l AS CONSTRUCTED PROJECT NO./CODE STRUCTURE NUMBERS NO. REVISIONS: REVISED: VOID: PRINT DATE: 09/22/2023 FILE NAME: DESIGNER: DETAILER: HORIZ. SCALE: 5250 Hahns Peak Dr., Ste 220 Loveland, CO 80538 (303) 967-0353 SHEET REVISIONS DATE COMMENTS INITIALSAS SHOWN NORTH0'20'40' 80' MAIL CREEK IMPROVEMENTS TREE MITIGATION ENLARGEMENT PLAN FOR FORESTRY INFORMATION ONLY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements September 22, 2023 MAIL CREEK TRIAL IMPROVEMENTS for Roadway Design for Stormwater & Erosion for Structural Design 09/18/2023 09-19-2023 09-19-202311-15-2023 11-15-2023 November 17, 2023November 15, 2023DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 (this page intentionally blank) DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 1 COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS MAIL CREEK TRAIL IMPROVEMENTS The 2022 Standard Specifications for Road and Bridge Construction controls construction of this project. The following special provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications and plans. PROJECT SPECIAL PROVISIONS Date Page(s) Index of Project Special Provisions NOV 15, 2023 1 Index of Standard Special Provisions NOV 15, 2023 2 Revision of Section 101 – Definitions and Terms NOV 15, 2023 3 Revision of Section 105 – Control of Work NOV 15, 2023 4 Revision of Section 105 – Control of Materials NOV 15, 2023 5-6 Revision of Section 107 – Safety, Health and Sanitation and Performance of Safety Critical Work NOV 15, 2023 7-10 Revision of Section 202 – Removal of Structures and Obstructions NOV 15, 2023 11 Revision of Section 203 – Excavation and Embankment NOV 15, 2023 12-14 Revision of Section 210 – Reset Structures NOV 15, 2023 15-17 Revision of Section 212 – Soil Amendments, Seeding, and Sodding NOV 15, 2023 18-39 Revision of Section 304 – Aggregate Base Course NOV 15, 2023 40 Revision of Section 306 – Reconditioning NOV 15, 2023 41 Revision of Section 508 – Timber Structures NOV 15, 2023 42-44 Revision of Section 608 – Sidewalks and Bikeways NOV 15, 2023 45-46 Revision of Section 630 – Portable Message Sign Panel NOV 15, 2023 47-48 Right of Way Restrictions NOV 15, 2023 49 Traffic Control Plan – General NOV 15, 2023 50 Utilities NOV 15, 2023 51 Standard Special Provisions 52-68 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 2 STANDARD SPECIAL PROVISIONS Date Revised # Pages Revision of Section 105 – Control of Work (October 1, 2022) 1 Revision of Section 109 – Measurement and Payment (December 9, 2022) 1 Revision of Section 207 – Topsoil (October 1, 2022) 6 Revision of Section 601 – Class DF Concrete (October 1, 2022) 1 Revision of Section 601 – Concrete Mix Designs (October 1, 2022) 1 Revision of Section 601 – Structural Concrete (March 22, 2023) 5 Revision of Section 601 – Sulfate Mitigation (December 9, 2022) 1 Revision of Section 630 – Traffic Control Management (October 1, 2022) 1 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 3 REVISION OF SECTION 101 DEFINITIONS AND TERMS Section 101 of the Standard Specifications is hereby revised for this project as follows: Add the following to Subsection 101.02: Construction Material: Includes an article, material, or supply — other than an item of primarily iron or steel — that is or consists primarily of non-ferrous metals; plastic and polymer-based products (including polyvinyl chloride [PVC], composite building materials, and polymers used in fiber optic cables); glass; lumber; or drywall. Domestic Content Procurement Preference: A phrase meaning that all iron and steel used in the project is produced in the United States; the manufactured products used in the project are produced in the United States; or the construction materials used in the project are produced in the United States. Infrastructure: Includes, at a minimum, the structures, facilities, and equipment for, in the United States, roads, highways, and bridges; public transportation; dams, ports, harbors, and other maritime facilities; intercity passenger and freight railroads; freight and intermodal facilities; airports; water systems, including drinking water and wastewater systems; electrical transmission facilities and systems; utilities; broadband infrastructure; and buildings and real property. Infrastructure includes facilities that generate, transport, and distribute energy. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 4 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for this project as follows: Delete Subsection 105.09 and replace it with the following: 105.09 Coordination of Plans, Specifications, Supplemental Specifications, and Special Provisions These specifications, the supplemental specifications, the plans, special provisions, and all supplementary documents are essential parts of the Contract, and a requirement occurring in one in as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work. In case of discrepancy the order of precedence is as follows: (1) Special Provisions a. Project Special Provisions b. Standard Special Provisions (2) Plans a. Detailed Plans b. Standard Plans c. Calculated dimensions will govern over scaled dimensions. (3) Larimer County Urban Area Street Standards (4) Supplemental Specifications (5) Standard Specifications The Contractor shall not take advantage of any apparent error or omission in the Contract. If the Contractor discovers an error or omission, the Engineer shall immediately be notified. The Engineer will make corrections and interpretations as necessary to fulfill the intent of the Contract. Where there is conflict between these plans and the Specifications, or any applicable standards, the most restrictive Standard shall apply. All work shall be inspected and approved by the Local entity. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 5 REVISION OF SECTION 106 CONTROL OF MATERIALS Section 106 of the Standard Specifications is hereby revised for this project as follows: Delete Subsection 106.02 and replace with the following: 106.02 Material Sources. Where practical, borrow pits, gravel pits and quarry sites shall be located so that they will not be visible from the highway. a) Available and Contractor Source. When the Contract shows a location that may be used by the Contractor as a source, the location will be known as an available source. The Department will have an agreement with the property owner that allows removal of material under certain conditions and for a stated price. Conditions of this agreement that concern use of this material on the project and pit construction and reclamation requirements for the available source will be included in the Contract. The Contract will indicate whether the Department has or has not obtained the necessary County or City Zoning Clearance and the required permit from Colorado Department of Natural Resources needed to explore and remove materials from the available source. If the Department did not obtain the necessary clearances or permits, the Contractor shall obtain them. Any delays to the project or additional expenses that are incurred while these clearances or permits are being obtained shall be the responsibility of the Contractor. The Contractor shall ensure that the requirements of the permits do not conflict with the pit construction and reclamation requirements shown in the Contract for the available source. The Department will investigate and obtain samples from the various available sources. These samples are not intended to indicate the full extent and composition of an entire deposit. These samples will be tested by the Department and may be combined with various materials such as mineral fillers and additives for further testing, especially for testing aggregate sources to obtain a satisfactory design mix. The Contract will show the location of the test holes where samples were obtained, test results, and amounts and kinds of any added materials utilized in the testing to obtain a satisfactory product. If the Contractor uses an available source, all material shall meet contract specifications. The Department will not be responsible for the material as produced by the Contractor. All costs of producing specification material shall be borne by the Contractor. Sources of sand, gravel, or borrow other than available sources will be known as Contractor sources. The Contractor source will be tested by the Department and approved by the Engineer before incorporation of the material into the project. If the submitted materials do not meet the contract specifications it will become the Contractor's responsibility to re-sample and test the material. The Contractor shall supply the Department with passing test results from an AASHTO accredited laboratory electronically sealed by a Professional Engineer. If requested by the Engineer, the Department will then re-sample and re-test the material for compliance to the contract specifications. The Contractor shall produce material that meets contract specifications throughout construction of the project. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 6 -2- REVISION OF SECTION 106 CONTROL OF MATERIALS The cost of sampling, testing, and corrective action by the Contractor will not be paid for separately but shall be included in the work. The Contractor shall obtain all permits and agreements necessary to explore and remove material from a Contractor source. The Contractor shall also be responsible for any costs or delays associated with obtaining these permits and agreements. For each source of imported embankment or topsoil the Contractor shall provide the following certification. The Contractor shall assure and certify that unacceptable levels of hazardous waste and substances; including but not limited to those defined in the Code of Federal Regulations (CFR), 40 CFR Part 261 Subparts C and D, and the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), Section 101(14) as amended; are not incorporated into the project as a result of importing embankment or topsoil materials. For each Contractor source outside of the project limits, the Contractor shall submit such certification to the Engineer, signed by either a Certified Industrial Hygienist (CIH), Certified Hazardous Materials Manager (CHMM), Certified Safety Professional (CSP), or Registered Environmental Manager (REM) or electronically sealed by a registered Professional Engineer (PE). If Contractor source material for embankment or topsoil, originating outside of the project limits, is placed on the project and is at any time found to be contaminated with unacceptable levels of hazardous waste or substances, the Contractor shall remove the contaminated material from the Department’s right of way, dispose of it per applicable laws and regulations, and make necessary restoration. The cost of complying with these requirements, including sampling, testing, and corrective action by the Contractor, shall be included in the work. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 7 REVISION OF SECTION 107 SAFETY, HEALTH, AND SANITATION AND PERFORMANCE OF SAFETY CRITICAL WORK Section 107 of the Standard Specifications is hereby revised for this project as follows: Delete Subsection 107.06 and replace it with the following: (a) Project Safety Management Plan. Before the start of construction, the Contractor shall prepare documentation that includes, but is not limited to the following: (1) Documentation of the Contractor’s commitment to safety being a core concern for completion of the project. (2) Designation of a Project Safety Manager and an alternate, including names and contact information, and competent persons for each construction activity as described below. (3) A list of all significant or high-risk construction activities and safety considerations as described below, and a hazard assessment for each. (4) Direction as to whether engineering, administrative, personal protection measures, training, or a combination thereof, shall be implemented to address the hazards identified in (2) above. (5) Provisions for field safety meetings. The Contractor shall conduct field safety meetings (also known as Toolbox or Tailgate meetings) at the frequency specified in the Plan, which shall be at least once per week. The Contractor shall encourage participation by all persons working at the project site. Participants at these meetings shall discuss specific construction activities for that work period, results from safety inspections, required personal protective equipment, and all other necessary safety precautions. (6) Provisions for project safety meetings. In the event of a safety stand-down, the Contractor shall conduct a project safety meeting to discuss the circumstances leading to the stand-down, and the measures that shall be taken to prevent a recurrence. The Contractor shall notify the Engineer of the time, date, and location of these meetings, shall require participation by all persons (including Department personnel and consultants) working at the project site, and shall track attendance through sign-up lists. (7) At the Contractor’s option, portions of the Plan shall be prepared by the subContractors that will be performing that subcontracted work. The Contractor shall remain responsible for the overall project Plan, and for incorporating portions prepared by subContractors. Portions of the Plan prepared by subContractors shall be as stringent as the Contractor’s overall Plan. (8) Procedures for assuring compliance by subContractors, suppliers, and authorized visitors to the project. In addition, the Plan shall specify the measures that will be taken to discourage unauthorized personnel from entering the site. (9) Proactive investigative process that focuses on root causes and corrective actions vs. disciplinary actions and financial penalties. (i) Procedures to be followed in cases where workers are suspected of drug or alcohol impairment. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 8 -2- REVISION OF SECTION 107 SAFETY, HEALTH, AND SANITATION AND PERFORMANCE OF SAFETY CRITICAL WORK (10) Provisions for project safety inspections. The Project Safety Manager and Contractor’s Senior Managers shall conduct regular project safety inspections at the frequency specified in the Plan, at least once per month. The Contractor shall notify the Engineer in advance of these inspections. Documentation of the inspections shall include the date of the inspection, the participants, the findings, and the corrective measures taken to address the findings. Within one week after these inspections, the Contractor shall provide a copy of the documentation to the Engineer and shall maintain a copy on the project site. (11) The notification, investigation, and implementation procedures that the Contractor shall follow in the case of a safety stand down. The procedures shall include immediately reporting the reason for safety standdown and reporting the results of the investigation and implementation procedures. (12) Documentation that Contractors have a proactive injury management system that supports efficient, effective and timely treatment of their employees injured on the job site. (13) Documentation that owners and Contractors have an incident review process that involves all levels of management to validate corrective measures to minimize future injuries and incidents on the job site. (14) Documentation that Contractors develop “lessons learned” reports that allow other Contractors and projects the opportunity to review the fact-finding of an incident and implement processes and procedures to minimize similar incidents on the job site. (15) Documentation of safety and/or security competency training programs, either online or in person, for field personnel, including type of training provided and how they specifically target health and safety. Training may include task-specific safety training or general awareness training. (16) Documentation of minimum training requirements for health and safety programs such as occupational safety and health, first aid, CPR, emergency response, active shooter training, or equivalent. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 9 -3- REVISION OF SECTION 107 SAFETY, HEALTH, AND SANITATION AND PERFORMANCE OF SAFETY CRITICAL WORK (17) Before the start of construction, the Contractor shall submit the Plan to the Engineer for the project records, and shall provide updates to the Plan as necessary, and as work conditions or personnel change. The Contractor shall review the Plan for sufficiency and accuracy at least once per twelve months of contract time. The Engineer will review the Plan for general compliance with subsection 107.06 and notify the Contractor in writing that the Plan has been received and addresses items 1 thru 16 above. An up-to-date copy of the Plan shall be always on the project site in the Contractor’s possession. (b) Contractor Responsibilities. The Contractor shall ensure compliance with applicable Federal, State, and local laws, rules, regulations, and guidelines governing safety, health and sanitation, including but not limited to the Plan, the Occupational Safety and Health Act, 29 CFR 1910, 29 CFR 1926, 23 CFR 634, Mine Safety and Health Administration (MSHA), Title 30 CFR, the “Colorado Work Zone Best Practices Safety Guide”, CFR 49, national consensus standards, and the Drug-Free Workplace Act (Public Law 100-690 Title V, subtitle D, 41 USC 701 et seq.). The Contractor shall provide all safeguards, safety devices, and protective equipment, and shall take all other actions necessary to protect the life, safety, and health of persons working at or visiting the project site, and of the public and property in connection with the performance of the work covered by the Contract. In the case of conflicting requirements, the more stringent of the requirements shall apply. The Contractor shall require that all operations and work practices by Contractor, subContractor, supplier, and Department personnel and consultants comply with the provisions of the Plan. The Contractor shall respond in writing to all safety issues raised by the Engineer. All work vehicles and mobile equipment shall be equipped with one or more functioning warning lights mounted as high as practicable, which shall be capable of displaying in all directions one or more flashing, oscillating, or rotating lights for warning roadway traffic. The lights shall be amber in color. The warning lights shall be activated when the work vehicle or mobile equipment is operating within the roadway, the right of way, or both. All supplemental lights shall be Society of Automotive Engineers (SAE) Class 1 certified. (c) Project Safety Manager. Before the start of construction, the Contractor shall designate a Project Safety Manager and an alternate, who shall be responsible for the coordination of safety activities, and preparation, certification, and implementation of the Plan. (d) Competent Persons. Before the start of construction, the Contractor shall designate at least one competent person for each of the construction activities being completed. A competent person is an individual who, by way of training, experience, or combination thereof, is knowledgeable of applicable standards, is capable of identifying existing and predictable workplace hazards relating to a specific construction activity, is designated by the employer, and has authority to take prompt, appropriate actions. (e) Project Safety and Health Requirements. All personnel on the project site shall wear the following personal protective equipment (PPE) at all times when in the highway right of way, except when in their vehicles: (1) Head protection and high visibility apparel, reflectorized for night use conforming to American National Standards Institute, Inc. (ANSI)/ International Safety Equipment Association (ISEA) 107 – 2004, and appropriate, sturdy footwear, all of which shall comply with the latest appropriate national consensus standards. (2) All other PPE that is stipulated by the Plan. All PPE shall comply with the latest appropriate national consensus standards. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 10 -4- REVISION OF SECTION 107 SAFETY, HEALTH, AND SANITATION AND PERFORMANCE OF SAFETY CRITICAL WORK (f) Safety Stand-Down. The Engineer may immediately suspend all or part of any work in the case of an accident (including property damage), or catastrophe (one or more persons hospitalized in a single incident), or other situation presenting an imminent danger to life or health, such as a near miss, violation of the Plan, or presence of a hazardous situation. In the case of a worksite fatality directly related to the Contractor’s or any subContractor’s work operations, the safety stand-down shall be mandatory. In the case of a traffic fatality unrelated to a work-zone incident in the opinion of the Engineer, the safety stand-down will not be mandatory. During any mandatory safety stand-down due to a fatality, all work on the project shall cease, except that work deemed immediately necessary by the Engineer to make the project safe. The Contractor will be allowed to resume operations only after providing written documentation, certified by the Project Safety Manager or alternate, regarding the corrective actions taken to prevent recurrence. (g) Regulatory Enforcement Actions. The Contractor shall provide written notifications of all Regulatory agency actions relating to safety to the Engineer. (h) Failure to Comply. Failure to comply with the requirements of subsection 107.06 shall be grounds for withholding of progress payments, project suspension, or both. (i) Costs. All costs associated with the preparation and implementation of the Plan and compliance with all safety, health, and sanitation provisions and requirements will not be measured and paid for separately but shall be included in the work. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 11 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: Work shall include the storing of materials on site or on approved off-site location of materials removed from the project limits. Prior to materials being disposed of, Owner and Engineer shall determine how much of materials to be reused in proposed project. The goal of these efforts is to document that the project team be able to demonstrate an intentional choice to salvage materials or structures that might otherwise have been sent to landfills and/or replaced. Subsection 202.12 shall include the following: Pay Item Pay Unit Removal of Tree Each Removal of Sidewalk Square Yard Removal of Fence Linear Foot Payment for Concrete Pavement will be full compensation for all labor, equipment and materials required to complete the work, including removing and hauling all concrete curb, curb and gutters and valley gutters. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 12 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.03, first paragraph, shall include the following: The upper 2 feet of embankment material below the subgrade elevation shall have a resistance value of at least 40 when tested by the Hveem Stabilometer. In areas where there is existing roadway prism or on site subgrade matierals, the area may be prepped in accordance with Section 306 and then proofrolled for acceptance in lieu of testing. Subsection 203.02 shall include the following: (g) Borrow (Ditch Liner). Construction of a clay liner shall consist of materials meeting the following requirements. Contractor shall utilize ENVIROGEL® 200 or Engineer approved equalivalent. a. Prior to construction, Contractor shall submit to the Engineer product used. b. Shall have a minimum plasticity index of 12 (PI ≥ 12) and a 20 percent minimum passing the No. 200 sieve (P200). c. Shall be capable of providing a liner with a maximum hydraulic conductivity (permeability) of 1 x 10-7 centimeters per second. Table 1 Borrow Material Testing Test Reference Minimum Frequency Standard Proctor (ASTM D 698) or Modified Proctor (ASTM D 1557) 1 per 5,000 cubic yards of estimated in-place liner quantity Atterberg Limit (ASTM D 4318) and Percent Fines (ASTM D 1140) 1 per 5,000 cubic yards of estimated in-place liner quantity Permeability (ASTM D 5084) 1 per 5,000 cubic yards of estimated in-place liner quantity Subsection 203.02 shall include the following: (d) Borrow (Ditch Liner). Construction of the Borrow (Ditch Liner) shall meet the following requirements. a. Surface the Borrow (Ditch Liner) is constructed on shall be reconditioned as per the Reconditioning bid item. b. The Borrow (Ditch Liner) material shall not be placed upon a frozen surface, nor shall snow, ice or frozen material be incorporated. c. The thickness of each lift before compaction shall not exceed 6 inches. d. The distribution of materials throughout the Borrow (Ditch Liner) shall be essentially uniform, and the Borrow (Ditch Liner) shall be free from lenses, pockets, streaks, or layers of material differing substantially in texture, moisture content, or gradation from the surrounding material. e. The Borrow (Ditch Liner) shall be compacted to a minimum of 95% of standard proctor dry density or to a minimum of 90% of modified proctor dry density. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 13 -2- REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT f. The Borrow (Ditch Liner) shall be compacted with a footed compactor weighing at least 25,000 pounds, operated continuously over the clay material. Table 2 Liner Testing Test Reference Minimum Frequency Field Density (ASTM D 2922, or D 6938, or D 2167, or D 1556 or ASTM D 7698) 1 test per 500 cubic yards of in-place liner, distributed throughout the structure (Horizontally and Vertically) Atterberg Limit (ASTM D 4318) and Percent Fines (ASTM D 1140) 1 test per 2000 cubic yards of in-place liner Permeability (ASTM D 5084) 1 per 5,000 cubic yards of in-place liner (2 minimum per facility) g. All undisturbed sample test holes in the constructed clay liner shall be backfilled using powdered bentonite mixed with clay soil used in liner construction and compacted by hand tamping. The clay shall be broken down into clods less than ½ inch in diameter. A minimum of 25% of each backfilled test hole volume shall be occupied by powdered bentonite after backfilling. Subsection 203.11 (e) shall include the following: Potholing performed to facilitate Contractor’s typical excavation operations shall not be paid for separately, but shall be included in the work. Contractor shall follow industry standard practices for utilizing potholing as needed during excavations. Potholing for areas directed by the Engineer or requested by the Contractor and agreed to by the Engineer shall be paid in accordance with the contract. Subsection 203.11 shall include the following: (g) Borrow (Ditch Liner) will be measured by the actual number of cubic yards of Borrow (Ditch Liner) placed and accepted. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 14 -2- REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Delete Subsection 203.12 and replace with the following: 203.12. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below that appear in the bid schedule. Pay Item Pay Unit Unclassified Excavation Cubic Yard Unsuitable Material Cubic Yard Borrow (Ditch Liner) Cubic Yard Blading Hour Dozing Hour Potholing (Special) Each Sweeping Hour Water will not be paid for separately but shall be included in the work. Compaction will not be measured and paid for separately but shall be included in the work. Payment for replacement of unsuitable material shall be as follows: If excavated material can be re-used as embankment fill by moisture conditioning and compaction, replacement shall be included in the cost for Unsuitable Materials. If the material cannot be re-used as embankment fill, payment for replacement of unsuitable material shall be for the volume that is placed in the excavated area at the respective unit price for the material that is approved by the Engineer and used. Payment for Unclassified Excavation (Complete in Place), Embankment Material (Complete in Place), or Borrow (Complete in Place) shall be full compensation for all work necessary to complete the item including construction of embankments, reworking of existing materials to satisfy benching requirements, unclassified excavation, borrow, compaction, compaction of bases of cuts and fills, all work in available materials pits, and disposal of excess excavated material. Reducing the size of the claystone particles, removing the oversized particles, and disposal of the oversized particles will not be measured and paid for separately but shall be included in the work. Ripping tests or seismic tests used to evaluate whether a material meets the criteria for Rock Excavation will not be measured and paid for separately but shall be included in the work. Pavement replacement if required due to potholing, shall be accomplished, measured, and paid for per appropriate sections of the specifications. Pneumatic tire equipment and load required to achieve the desired weight of proof rolling equipment will not be measured and paid for separately but shall be included in the work. Potholing (Special) locations must be approved by the Owner prior to construction activities. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 15 REVSION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby deleted for this project and replaced with the following: DESCRIPTION 210.01 This work consists of removing, relaying, resetting, or adjusting structures and related materials. All designated items shall be carefully removed, and stored, reinstalled, or adjusted, in a manner that will avoid loss or damage. CONSTRUCTION REQUIREMENTS 210.02 General. Relaid pipe, conduit and structures shall be cleaned of foreign material before installation. Except in areas to be excavated, all holes resulting from the removal of structures shall be neatly backfilled. Methods shall conform to those required in the specifications for the various types of construction involved. Materials in good condition from removed structures may be re-used. Salvable material, as designated in the Contract, that is not re-used shall be hauled by the Contractor to an approved recycling facility. Unserviceable material, as determined by the Engineer, shall be replaced with new material of similar dimensions, and the material costs will be paid for per subsection 109.04 (b), except as otherwise provided in this section. All new materials and replacement parts shall conform to the requirements of the Contract for the appropriate items. 210.03 Light Standard. Light standards shall be reset on new concrete foundation pads complete with conduit and wiring per the Department’s Standard Plans at locations indicated in the Contract. 210.04 Fences and Gates. Where fences are reset, the Contractor shall supply and install any new materials required to restore the fence to acceptable condition except for new posts. The Contractor shall supply new posts as needed for the reset fence per Section 607. Wire in the old fence shall be salvaged and used in the reset fence. 210.05 Mailbox. Mailboxes complete with supporting structures are to be removed and temporarily rest at points near their original location to be accessible for mail delivery service. Upon completion of surfacing operations, the mailboxes shall again be reset at the locations designated. A supporting structure may contain one or more mailboxes. New permanent mailbox support posts and mounting brackets shall be furnished and installed per the DepaQrtment’s Standard Plans. 210.07 Ground Sign. Signs and posts designated to be reset shall be removed, cleaned and reset at designated locations, including all work necessary to provide the existing posts with break-away devices, when required. 210.08 Adjust Structure. Adjusting structures shall apply, but not be limited to, manhole rings and covers, inlet gratings and frames, water valve boxes, water meters, gate posts, bus stop benches, and other structures and facilities. Construction operations shall consist of raising, lowering, moving, or removing masonry or concrete, adding brickwork, masonry or concrete; and resetting grates, frames or rings and covers to fit the new construction. Structures in the traveled roadway and sidewalks shall be adjusted to a tolerance of 1/4 inch to 1/2 inch below the finished surface. Work on water services shall be subject to inspection and testing by the owners. Damage to any fire hydrant or any part of the water system by the Contractor shall be repaired at the Contractor’s expense. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 16 -2- REVSION OF SECTION 210 RESET STRUCTURES 210.09 Reset Landscape. Reset landscape shall apply, but not be limited to, all rocks, edging (wood, steel, plastic), mulch and vegetation directed by the Engineer. Construction operations shall consist of excavating, hauling, storage and placement of items. 210.10 Reset Monument. Resetting of monuments shall be performed by a licensed surveyor licensed in the state of Colorado. Construction activities shall meet the requirements per the Department’s Standard Plans. METHOD OF MEASUREMENT 210.12 The quantity to be measured where items are reset or adjusted on an “each” basis shall be the actual number of those items restored for service at new location, completed and accepted. The quantity to be measured where items are resets or adjusted on a “linear foot” basis shall be the actual number of linear feet of the items completed and accepted, measured end to end. The quantity to be measured where items are resets or adjusted on a “square foot” basis shall be the actual number of square feet of the items completed and accepted. The quantity to be measured for “Reset Mailbox Structure” shall be the number of supporting structures, complete with mailboxes, restored at new locations and accepted. Moving the mailbox structures for temporary mail service during construction, and installing new support post, base, mounting brackets, and hardware will not be measured or paid for separately but shall be included in the work. Resetting of structures, fences, and related materials shall include all work necessary to remove the items from their existing location to the new location, and shall include all mounting hardware, footings, and all other work necessary to complete the reset item, except for new fence posts. Fence posts required and approved will be measured and paid for per Section 607. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 17 -3- REVSION OF SECTION 210 RESET STRUCTURES BASIS OF PAYMENT 210.13 The accepted quantities, measured as provided above, will be paid for at the contract price for each of the pay items listed below that appear in the bid schedule. Payment will be made under Pay Item Pay Unit Reset Monument (Type 3A) Each Adjust Structure Each DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 18 REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING Section 212 of the Standard Specifications is hereby deleted for this project and replaced with the following: DESCRIPTION 212.01 This work consists of application of fertilizer, soil amendments, seedbed preparation, and placing seed and sod. Substitutions from this specification will not be allowed unless submitted in writing to the Engineer and approved by the Region or Headquarters Landscape Architect. MATERIALS 212.02 Seed, Fertilizers, Soil Conditioners, Mycorrhizae, Elemental Sulfur, and Sod. (a) Seed. Seed shall be delivered to the project site in sealed bags tagged by a registered seed supplier conforming to the requirements of the Colorado Seed Act, CRS 35-27-111(1). Seed used on the project shall not be in the Contractor’s possession for more than 30 days from the date of pickup or delivery on the seed vendors packing slip. Bags which have been opened or damaged prior to Engineer inspection will be rejected. The State required legal tags shall remain on the bag until opened and the seed is placed in either the drill or hydraulic seeders in the presence of the Engineer. The Engineer shall remove all tags after seed has been planted. Each seed tag shall clearly show the following: (1) Name and address of the supplier (2) Botanical and common name for each species (3) Lot numbers (4) Percent by weight of inert ingredients (5) Guaranteed percentage of purity and germination (6) Pounds of Pure Live Seed (PLS) of each seed species (7) Total net weight in pounds of PLS in the sealed bag (8) Calendar month and year of test date Seeds shall be free from all noxious weed seeds in accordance with Colorado Seed Act (CRS 35-17) prohibited noxious weed seed list. Weed seed content shall not exceed the requirements in part 7.2 of the Colorado Department of Agriculture’s Seed Act Rules and Regulations. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 19 -2- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING Seed which has become wet, moldy, or damaged in transit or in storage will not be accepted. Seed and seed labels shall conform to all current State regulations and to the testing provisions of the Association of Official Seed Analysis. Computations for quantity of seed required on the project shall include the percent of purity and percent of germination. The Contractor shall store seed under dry conditions, at temperatures between 35 °F to 90 °F, under low humidity and out of direct sunlight. The Contractor shall provide the location of where seed is stored and access to stored seed locations to the Engineer. Seed stored by the Contractor for longer than 30 days will be rejected. (b) Organic Fertilizer. Fertilizer derived directly from plant or animal sources shall conform to Colorado Revised Fertilizer Rules 8 CCR 1202-4. Fertilizer shall be uniform in composition and shall be delivered to the site in the original, unopened containers, each bearing the manufacturer's name, address, and nutrient analysis. Fertilizer bags (containers) which arrive at the project site opened, damaged, or lacking a label will be rejected. The Contractor shall only use bulk shipments such as tote bags or super sacks that have a manufacturer’s original label and sealed at the manufacturing facility. Fertilizer which becomes caked or damaged will not be accepted. Fertilizer shall be stored according to manufacturer’s recommendations in a dry area where the fertilizer will not be damaged. Organic fertilizer formulation being submitted for use must be registered with the Colorado Department of Agriculture. Verification tests may be conducted by CDOT on grab samples of organic fertilizer delivered to the site to determine the reliability of bag label analysis and for ingredients which are injurious to plants. If a product of any supplier is found to consistently deviate from the bag level analysis, the acceptance of that product will be discontinued. Copies of the failing test reports will be furnished to the Colorado State Board of Agriculture for appropriate action under the "Colorado Fertilizer Law". Fertilizer shall be supplied in one of the following physical forms: (1) A dry free-flowing granular fertilizer, suitable for application by agricultural fertilizer spreader. (2) A homogeneous pellet, suitable for application by agricultural fertilizer spreader. Pellet size shall be 2-3 mm. Smaller may be allowed when Seeding (Native) Hydraulic is shown on the plans. (3) A soluble form that will permit complete suspension of insoluble particles in water, suitable for application by power sprayer. The application rate of the organic fertilizer shall be either as high or low nitrogen (N) fertilizer as shown on the plans. High N organic fertilizer chemical analysis shall conform to Table 212-1. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 20 -3- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING Table 212-1 Chemical Analysis for High N Fertilizer Ingredient Range Test Method Nitrogen (N) (%) 6 - 10 AOAC Official Method 993.13 Nitrogen (Total) in Fertilizers Combustion Method Phosphorus (P) (%) 1 - 8 AOAC Official Method 960.03 Phosphorus (Available) in Fertilizers Potassium (K) (%) 1 - 8 AOAC Official Method 983.02 Potassium in Fertilizers Low N organic fertilizer chemical analysis shall conform to Table 212-2. Table 212-2 Chemical Analysis for Low N Fertilizer Ingredient Range Test Method Nitrogen (N) (%) 2 -5 AOAC Official Method 993.13 Nitrogen (Total) in Fertilizers Combustion Method Phosphorus (P) (%) 3 - 8 AOAC Official Method 960.03 Phosphorus (Available) in Fertilizers Potassium (K) (%) 1 - 8 AOAC Official Method 983.02 Potassium in Fertilizers Organic fertilizers shall conform to Table 212-3. Table 212-3 Organic Fertilizer Properties Criteria Range Moisture content by weight < 6% (c) Compost (Mechanically Applied). Compost shall be suitable for use in Erosion Log (Type 2) and permanent seeding applications. Compost shall not contain visible refuse, other physical contaminants, or substances considered harmful to plant growth. Compost shall be used in accordance with all applicable EPA 40 CFR 503 standards for Class A biosolids including the time and temperature standards. Materials that have been treated with chemical preservatives as a compost feedstock will not be permitted. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 21 -4- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING The Contractor shall provide material that has been aerobically composted in a commercial facility. Compost shall be from a producer that participates in the United States Composting Council’s (USCC) Seal of Testing Assurance (STA) program. The Department will only accept STA approved compost that is tested in accordance with the USCC Test Methods for Examining of Composting and Compost (TMECC) manual. Verification tests may be conducted by CDOT on grab samples of compost delivered to the site to determine the gradation and physical properties. Testing may be done for indication of ingredients which are injurious to plants. Sampling procedures will follow the STA 02.01 Field Sampling of Compost Materials and 02.01-B Selection of Sampling Locations for Windrows and Piles. If a product is found to consistently deviate from the gradation and property analysis, the acceptance of that product will be discontinued. Copies of the failing test reports will be furnished to the USCC. 1. Compost for permanent seeding soil conditioner locations onsite and application rates shall be as shown on the plans. Organic matter in compost shall be no more than 2 inches in length. Compost (Mechanically Applied) for permanent seeding shall meet the gradation and physical properties as shown in Table 212-4 and Table 212-5. The Contractor shall provide a written explanation for compost tested parameters not within the acceptable requirements for review and consideration. The Contractor shall provide documentation from the composting facility confirming that the material has been tested in accordance with USCC TMECC. Table 212-4 Gradation for Permanent Seeding Compost Sieve Size Percent Passing Minimum Maximum Test Method 25.0 mm (1”) 100 TMECC 02.02-B, “Sample Sieving for Aggregate Size Classification” 19.0 mm (3/4”) 90 100 6.25 mm (1/4”) 70 100 Note: Compost shall be from a producer that participates in the USCC STA program. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 22 -5- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING Table 212-5 Properties for Permanent Seeding Compost Compost Parameters Reported as Requirements Test Method pH pH units 6.0 - 8.5 TMECC 04.11-A Soluble Salts (Electrical Conductivity) dS/m (mmhos/cm) < 5.0 TMECC 04.10-A Moisture Content %, wet weight basis 25% - 50% TMECC 03.09-A Organic Matter Content %, dry weight basis 20% - 50% TMECC 05.07-A pounds per cubic yard >240 Carbon to Nitrogen Ratio (C:N) < 15:1 Man-made Inert Contamination (plastic, concrete, ceramics, metal, etc.) %, dry weight basis < 1% TMECC 03.08-A Stability (respirometry) mg CO2-C per g TS per day mg CO2-C per g OM per day 8 or below TMECC 05.08-B Select Pathogens and weed free (PASS/FAIL) Limits: Salmonella < 3 MPN/4 grams of TS, or Coliform Bacteria < 1000 MPN/gram Pass TMECC 07.01-B Fecal Coliforms, or 07.02 Salmonella Trace Metals (PASS/FAIL) Limits (mg kg-1, dw basis): Arsenic (As) 41, Cadmium (Cd) 39, Copper (Cu)1500, Lead (Pb) 300, Mercury (Hg) 17, Nickel (Ni) 420, Selenium (Se) 100, Zinc (Zn) 2800 Pass TMECC 04.06 Maturity (Bioassay) TMECC 05.05-A Percent Emergence %, (average) > 80% Relative Seedling Vigor %, (average) > 80% Use the STA Lab bulk density lb/cu ft as received, multiplied by organic matter % as received, multiplied by 27 to calculate pounds per cubic yard of organic matter. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 23 -6- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING 2. Compost for Erosion Log (Type 2) shall meet the gradation and physical properties as shown in Table 212-6 and Table 212-7. Table 212-6 Gradation for Erosion Log (Type 2) Compost Sieve Size Percent Passing Minimum Maximum Test Method 75.0 mm (3”) 100 TMECC 02.02-B, “Sample Sieving for Aggregate Size Classification” 25.0 mm (1”) 90 100 9.5 mm (3/8”) 10 50 Note: Organic matter for erosion log compost shall be no more than 4 inches in length. Compost shall be from a producer that participates in the USCC STA program. Table 212-7 Properties for Erosion Log (Type 2) Compost Compost Parameters Reported as Requirements Test Method pH pH units 6.0 - 8.5 TMECC 04.11-A Soluble Salts (Electrical Conductivity) dS/m (mmhos/cm) < 5.0 TMECC 04.10-A Moisture Content %, wet weight basis < 60% TMECC 03.09-A Organic Matter Content %, dry weight basis 25% - 100% TMECC 05.07-A Man-made Inert Contamination (plastic, concrete, ceramics, metal, etc.) %, dry weight basis < 0.5% TMECC 03.08-A Stability (respirometry) mg CO2-C per g TS per day mg CO2-C per g OM per day N/A TMECC 05.08-B Select Pathogens and weed free (PASS/FAIL) Limits: Salmonella < 3 MPN/4 grams of TS, or Coliform Bacteria < 1000 MPN/gram Pass TMECC 07.01-B Fecal Coliforms, or 07.02 Salmonella Trace Metals (PASS/FAIL) Limits (mg kg-1, dw basis): Arsenic (As) 41, Cadmium (Cd) 39, Copper (Cu)1500, Lead (Pb) 300, Mercury (Hg) 17, Nickel (Ni) 420, Selenium (Se) 100, Zinc (Zn) 2800 Pass TMECC 04.06 Maturity (Bioassay) TMECC 05.05-A Percent Emergence %, (average) N/A Relative Seedling Vigor %, (average) N/A DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 24 -7- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING (d) Biotic Soil Amendments (Hydraulically Applied). Soil amendments shall be a combination of natural fibers, growth stimulants, and other biologically active material designed to improve seed germination and vegetation establishment as shown in Table 212-8. Biotic soil amendments shall be pre-packaged in ultraviolet and weather resistant packaging and labeled from the manufacturer. Bags (containers) which arrive at the project site opened, damaged, or lacking a label will be rejected. Bulk shipments such as tote bags will be rejected. Biotic soil amendments shall be stored in locations not exceeding 80 °F. Acceptance of material shall be subject to the requirements of the Department’s Approved Product List (APL). The application rate of the biotic soil amendments shall be in accordance with the rates shown on the plans. Use of mulch tackifier (Plantago Insularis or pre-gelatinized corn starch polymer) shall be in accordance with Section 213. It shall be used as a wetting agent at a rate of 30 pounds per acre. Biotic soil amendments shall provide a continuous and uniform cover and shall consist of one of the components in Table 212-8 and all of the performance and physical properties in Table 212-9. Table 212-8 Required Percentage Ranges of Biotic Soil Amendments Table 212-9 Performance and Physical Requirements of Biotic Soil Amendments Components Units Requirement Professional grade sphagnum peat moss, professional grade reed sedge peat moss or compost that meets the Seal of Testing Assurance Program of the US Composting Council %, dry weight basis > 41% Mechanically processed straw consisting of weed free agricultural straw, flexible flax fiber or rice hulls %, dry weight basis < 57% Parameters Reported as Requirement Test Method pH pH units 5.0 – 7.5 ASTM D1293 Moisture content %, wet weight basis 10% - 50% ASTM D 2974 Organic matter content %, dry weight basis > 85% ASTM D586 Carbon Nitrogen Ratio Ratio C:N < 38:1 ASTM E1508 Man-made inert contamination %, dry weight basis < 1.0% Acute Toxicity (Pass/Fail) Pass (non-toxic) ASTM E729- 96(2014) or EPA Method 2021.0 or EPA Method 2002.0 Vegetative Minimum > 400% ASTM 7322 The Contractor shall provide a CTR with independent laboratory analysis for the required parameters in accordance with subsection 106.13. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 25 -8- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING (e) Humate. The Contractor shall provide a screened dry granular form of organic humic and fulvic acid substance. Humate shall be pre-packaged and labeled from the manufacturer. Bags (containers) which arrive at the project site opened, damaged, or lacking label will be rejected. The Contractor shall only use bulk shipments such as tote bags or super sacks that have a manufacture’s original label and sealed at the manufacturing facility. Humate shall be stored in locations not exceeding 80 °F. Humate shall be provided in accordance with the rates shown on the plans. Product shall conform to the parameters in Table 212-10 and Table 212-11. Table 212-10 Screened Size Requirements for Humate Table 212-11 Performance and Physical Requirements of Humate (f) Mycorrhizae. Mycorrhizae shall arrive onsite in original and undamaged packaging. Handling of this material shall follow manufacturer’s safety recommendations. Mycorrhizae shall be stored onsite in such a way as to avoid exposure to direct sunlight for more than four hours and to prevent package temperatures to rise above 85 °F. The endo mycorrhizal inoculum shall provide at least 60,000 propagules per pound and shall contain all of the following species and conform to the parameters in Table 212-12: (1) Glomus intraradices (a.k.a. Rhizophagus intraradices) (2) Glomus mosseae (a.k.a. Funneliformis mosseae) (3) Glomus aggregatum (a.k.a. rhizophagus aggregatus) (4) Glomus etunicatum (a.k.a. Claroideoglomus etunicatum) Seeding Method Reported as Requirement Seeding (Native) Drill, Hydraulic and Broadcast inches < 1/4 Parameters Reported as Requirement Test Method Organic Matter %, dry weight basis >70% Fines (material that is finer than the No. 200 (75-µm) sieve) %, dry weight basis <2% ASTM D7928 pH pH units 3.0 - 4.5 ASTM D1293 Acute Toxicity Pass / Fail Non Toxic ASTM 7101 or EPA Method 2021 or 2002 Humic and Fulvic Acids %, dry weight basis > 70% A & L Western method; total alkali extractable Carbon Content %, dry weight basis 40% - 50% Moisture Content %, dry weight basis < 20% Heavy Metal / Ash Content %, dry weight basis < 15% The Contractor shall provide a CTR with independent laboratory analysis for the required parameters in accordance with subsection 106.13. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 26 -9- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING Table 212-12 Physical Requirements of Endo Mycorrhizae The following rates shall be used for Seeding Methods: (1) For Seeding (Native) Drill, the mycorrhizae product shall be provided as a dry free-flowing granular material, suitable for application by agricultural drill seeder. Application rate shall be 8 pounds per acre. (2) For Seeding (Native) Hydraulic, the mycorrhizae product shall be provided as a fine granular (< 2 mm) or powdered form (particle size less than 300 microns) that will permit complete suspension and used with hydro-seeder equipment. Application rate shall be 20 pounds per acre. (3) For Seeding (Native) Broadcast, the mycorrhizae product shall be provided as a dry free-flowing granular material, suitable for application by fertilizer spreader. Application rate shall be 20 pounds per acre. (g) Elemental Sulfur. The Contractor shall provide a free-flowing granular material consistent in size suitable for application by agricultural spreader and conform to the parameters in Table 212-13. Elemental sulfur shall arrive onsite in original and undamaged packaging. Table 212-13 Physical Requirements of Elemental Sulfur (h) Sod. Sod shall be nursery grown and 99 percent weed free. Species shall be as shown on the plans. The 1 percent allowable weeds shall not include undesirable perennial or annual grasses or plants defined as noxious by current State statute or county noxious weed list. Soil thickness of sod cuts shall not be less than ¾ inch or more than 1 inch. Sod shall be cut in uniform strips with minimum dimensions of 18 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod proposed for use, which shall serve as a standard if approved. Sod furnished, whether in place or not, that is not up to the standard of the sample will be rejected. CDOT will reject all sod that was cut more than 72 hours prior to installation. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod and the date and time of cutting. The Contractor shall submit the certificate to the Engineer prior to application of the sod. Only sod that is accompanied by the certificate from the grower will be accepted and paid for. Parameters Reported as Requirement Test Method Acute Toxicity Pass or Fail Non Toxic ASTM 7101 or EPA Method 2021 or 2002 The Contractor shall provide a CTR with independent laboratory analysis has been done on the product for the required parameters in accordance with subsection 106.13. Parameters Reported as Requirement Guaranteed Analysis of Elemental Sulfur (S) % > 90 Bulk Density Lbs per cu. ft. > 75 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 27 -10- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING CONSTRUCTION REQUIREMENTS 212.03 Submittals. The Contractor shall provide the name and contact information of the seeding Contractor 30 days prior to start of seeding work. The Contractor shall provide two copies of items (1) - (14) listed below to the Pre-vegetation Conference in accordance with Section 207. When the Contractor provides resubmittals to meet Contract requirements, the Region or Headquarters Landscape Architect shall be copied on all correspondence. (1) Written confirmation from the registered seed supplier, on the Contractor’s letterhead, that the Contract specified seed has been secured. No substitutions of the contract specified seed will be permitted unless evidence is submitted, from one of the registered seed suppliers that the Contract specified seed is not available and will not become available during the anticipated construction period. (2) Seed vendor’s “seed dealer” endorsement. (3) A copy of each seed species germination report of analysis that verifies the lot has been tested by a recognized laboratory for seed testing within 13 months prior to the date of seeding. (4) A copy of each seed species purity laboratory report of analysis that verifies that the lot has been tested by a recognized laboratory for seed testing. The report shall list all identified species, seed count, and date of test. (5) Manufacturer’s documentation stating that the fertilizer meets the Contract requirements. (6) Organic fertilizer documentation showing manufacturer and chemical analysis. (7) Permit issued from CDPHE confirming that the vendor can produce or sell compost in accordance with House Bill (HB) 1181. (8) Documentation from the compost manufacturer that it is a participating member of in the U.S. Composting Council’s Seal of Testing Assurance Program (STA). (9) Results of compost testing on an STA Compost Technical Data Sheet confirming all required test methods are met using the STA Program. (10) Sample of physical compost (at least one cubic foot of material). (11) Manufacturer’s documentation confirming that biotic soil amendment meets the required physical and performance criteria based on independent testing by the manufacturer. (12) Manufacturer’s documentation confirming that humate meets the required physical and performance criteria based on independent testing by the manufacture. (13) Manufacturer’s documentation confirming that mycorrhizae meets the physical criteria based on independent testing and that the minimum required species is provided. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 28 -11- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING (14) Pictures and descriptions of seeding equipment proposed to be used on the project. Based on the seeding methods required at a minimum this should include the drill seeder, hydraulic seeder, cultipacker or seed bed roller implements. (15) Instructions and documentation on how seeders will be calibrated onsite, in accordance with subsection 212.05(a). 212.04 Seeding Seasons. Seeding in areas that are unirrigated shall be restricted according to the parameters in Table 212-14. Table 212-14 Seeding Seasons Zone Spring Seeding Fall Seeding Areas other than the Western Slope Below 6000’ Spring thaw to June 1 September 15 until consistent ground freeze 6000’ - 7000’ Spring thaw to June 1 September 1 until consistent ground freeze 7000’ - 8000’ Spring thaw to July 15 August 1 until consistent ground freeze Above 8000’ Spring thaw to consistent ground freeze Western Slope Below 6000’ Spring thaw to May 1 August 1 until consistent ground freeze 6000’ - 7000’ Spring thaw to June 15 September 1 until consistent ground freeze Above 7000’ Spring thaw to consistent ground freeze (1) "Spring thaw" is the earliest date in a new calendar year in which seed can be buried ½ inch into the surface soil (topsoil) through normal drill seeding methods. (2) "Consistent ground freeze" is the time during the fall months in which the surface soil (topsoil), due to freeze conditions, prevents burying the seed ½ inch through normal drill seeding operations. Seed shall not be sown, drilled, or planted when the surface soil or topsoil is in a frozen or crusted state. Seeding accomplished outside the time periods listed above will be allowed only when the Contractor's request is approved by the Engineer in writing, with coordination from the Region Landscape Architect. If requested by the Contractor, the Contractor must agree to perform the following work at no cost to the Department: reseed, remulch, and repair areas which fail to produce species indicated in the Contract. If seeding is ordered by the Engineer outside the time periods listed above, the cost to repair areas that fail to produce species will be paid for by the Department. 212.05 Native Seeding Methods. Areas to be seeded shall be installed in accordance with SWMP Permanent Stabilization Plan. All amendments and seeding shall be applied based on the seeding method and rates specified on the plans. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 29 -12- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING The Contractor shall complete the Amendments Verification Prerequisite for each of the seeding methods described herein. This shall be done by completing a Seed and Amendment Quantities Worksheet for each work area. This worksheet shall have a list of all amendments and the seed labels for each of the areas to be worked on. The State required legal tags shall remain on the bag until opened and the seed placed in either the drill or hydraulic seeders in the presence of the Engineer. Seeding work shall not begin until written approval of the worksheet has been received from the Engineer. In determining the weight of seed required for each work area, the Contractor shall use the Pure Live Seed (PLS) weight shown on each bag of seed. Calculations based on net weight will not be accepted. The Contractor shall submit a proposed Permanent Stabilization Phasing Plan to the Engineer prior to the Pre- revegetation Conference for approval showing how the SWMP Permanent Stabilization Plans will be implemented to minimize traffic loading damage to subgrade soil prepared and seeded areas. The proposed sequencing shall consider and identify strategies and site management control measures to protect seeded areas from foot, vehicle, and other disturbances. The strategic planning of the permanent seeding and mulch shall consider all other phasing of construction activities including traffic management and utility work. Areas damaged due to the Contractor’s failing to protect the seeded areas shall be repaired at no cost to the Department. Seeded areas damaged due to circumstances beyond the Contractor's control shall be repaired and reseeded as ordered. Payment for corrective work, when ordered, shall be at the Contract prices shown and in accordance with subsection 109.04. The following seeding application methods shall not be implemented during winds which are consistently higher than 20 MPH, or when the ground is frozen, excessively wet, or otherwise untillable. The Engineer may test to see if the moisture level in the soil is acceptable to work the soil by performing a Soil Plasticity Test as described in the Construction Manual. Multiple seeding operations shall be anticipated, based on acceptable seeding conditions. The seeding methods to be implemented shall be one or more of the following, as shown on the plans: (a) Seeding (Native) Drill. (i) Fertilizer, Compost, Humates and Elemental Sulfur. The Contractor shall uniformly apply compost and elemental sulfur on the surface of the topsoil using an agricultural spreader at the rate of application specified on the plans. All competitive, non-native vegetation shall be uprooted and hauled offsite prior to spreading amendments. Prior to starting incorporation of compost and elemental sulfur, the Contractor shall receive written acceptance from the Engineer on the Seed and Amendment Quantities Worksheet. Verification Prerequisite for this method also requires documentation on the Permanent Stabilization SWMP Site Maps with the approved areas outlined, signed, and dated by the Engineer to track progress. If SWMP Site Maps are not included in the Contract, the Contractor shall use the Contract grading or roadway plan sheets. Once the Quantities Verification Prerequisite is completed for an area, the Contractor shall homogenously incorporate the compost and elemental sulfur into the top 6 inches of topsoil. Tillage of the amendments shall be completed using a disc and harrow, field cultivator, vibra-shank, or other method suitable to site conditions. For small areas tillage shall be completed using rotary tillers. No measurable depth of organic amendment shall be present on the surface. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 30 -13- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING The shanks on the back of a grader or dozer shall not be used for tillage. Tillage may take multiple passes to achieve the desired harmonious incorporation. If multiple passes are required, the Contractor shall cross till the soil with the second pass occurring at a 30-degree angle to the first pass. On slope areas, all tillage shall be parallel to the contour. For project that will utilize aggregate or recycled asphalt shouldering material amendments, tillage is not required under shouldering material. Projects seeding up to the edge of pavement, tillage is not required for first 12” from the edge of pavement. Once incorporation of compost and elemental sulfur is approved, the Contractor shall uniformly apply fertilizer and humates on the surface of the topsoil using an agricultural spreader, as shown in the Contract documents. (ii) Seedbed Preparation. Amended topsoil shall be cultivated to a firm but friable seedbed using cultipacker or seed bed roller implements. Crusted hard soils shall be broken up and all areas shall be free of clods, sticks, stones, debris, concrete, and asphalt in excess of 4 inches in any dimension in accordance with Section 207. Areas shall be left in a rough and uncompacted condition with a surface variance of 2 to 4 inches. (iii) Seed and Mycorrhizae. Prior to seeding, the finished grade of the soil shall be 1 inch below the top of all curbs, junction and valve boxes, walks, drives and other structures. Seeding shall be done within two days of seedbed preparation efforts (tilling or scarifying). If a rain event occurs that compacts or erodes the seedbed prior to performing seeding, the seedbed shall be re-prepared as directed by the Engineer. Areas shall be seeded by mechanical power drawn drills suitable for area soils, topography, and size followed by packer wheels. Mechanical power drawn drills shall have furrow openers and depth bands set to maintain a planting depth of at least ¼ inch and not more than ½ inch and shall be set to space the rows not more than 8 inches apart. Seeding equipment shall have a double disk opener, seed box agitator, and seed metering device. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 31 -14- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING The seeder shall be calibrated by collecting seed from a single drop tube in the presence of the Engineer based on the following procedure. The Contractor shall provide the tape measure, scale, collection cup, and seed bag with complete label from the supplier. The Contractor may submit an alternative method for approval at the site Pre-vegetation Conference. (1) Measure the total width (W) of the drill seeder in feet. (2) Count the number of drill rows (N) on the seeder. (3) On drill seeders that the tire drives the seeding mechanism, measure the tire circumference (C) in feet. (4) Calculate the number of rotations the tire will complete per acre using the following equation: A = one acre or 43,560 square feet (SF) A /W = feet (F) the drill seeder needs to travel for each acre F/C = number of rotations (R) of the tire per acre (5) Reduce the amount of tire rotations by one tenth. .90R = # Tire rotations to calibrate seeder (RCS) (6) Find the seeding rate (LBS PLS / Acre) on the Stormwater Management Plan. (7) Using the information from the seed tag, convert the PLS seed rate to a bulk seeding rate using the following equations: % PLS = (% purity (in decimal form) from seed label) x (% germination (in decimal form) from seed label) (LBS PLS / Acre) from the SWMP / % PLS = Required bulk seed per acre in LBS (8) Reduce the required bulk seed per acre based on the number of seeder tubes. Required bulk seed per acre / N = Weight in LBS of bulk seed from one tube (9) Reduce the required bulk seed rate from the tube by one tenth. 0.90 x Weight of bulk seed from one tube = Collected bulk seed weight (CBS) in LBS (10) Set the drill seeder to the correct seeding rate using the manufacturer’s recommendation. (11) With the collection cup under one tube and the driving wheel jacked up, rotate the tire the RCS amount of times. Use the value stem to count the rotations. (12) Using the scale, weigh the seed in the collection cup. (13) Adjust the drill calibration until the weight of bulk seed in the collection cup equals the CBS in LBS. Drill seeders shall be recalibrated every time the drill is mobilized onsite. The Contractor shall submit a written statement that the equipment is calibrated, and shall provide the correct depth based on conditions before seeding actions are initiated. The Contractor shall continuously monitor equipment to ensure that it is providing a uniform seed application. If mycorrhizae is called for on the plans, the granules shall be included with the seed in the drill seeder such that the mycorrhizae is placed at or below the seed. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 32 -15- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING The distance between furrows produced using the drill shall not be more than 8 inches. If rows on the drill exceed 8 inches, the Contractor shall drill the areas twice (if achievable at 30-degree angles to each other) at no additional cost to the Department. After seeding, the furrows that were created by the drill shall be maintained in place. Construction traffic, other than what is needed to mulch the areas, shall not be permitted on the areas completed. Permanent stabilization mulching shall be accomplished within 24 hours of drill seeding. (b) Seeding (Native) Hydraulic. This method utilizes water as the carrying agent and mixes biotic soil amendments, seed, organic fertilizer, humates, mycorrhizae and elemental sulfur into a single slurry for hydraulic application. The Contractor shall furnish and place combined slurry with a hydro-seeder that will maintain a continuous agitation and apply homogenous mixture through a spray nozzle. The pump shall produce enough pressure to maintain a continuous, non-fluctuating spray that will reach the extremities of the seeding area. Water tanks shall have a means of measuring volume in the tank. Seed shall be added to the slurry onsite, no more than 60 minutes before starting application. Slurry shall be applied from a minimum of two opposing directions to achieve complete soil coverage. The application of the single slurry shall be applied within four hours of adding Mycorrhizae. The Contractor shall prevent seed, fertilizer, and mulch from falling or drifting onto areas occupied by rock base, rock shoulders, plant beds, or other areas where grass is detrimental. The Contractor shall remove material that falls on plants, roadways, gravel shoulders, structures, and other surfaces where material is not specified. (i) Seedbed Preparation. All areas shall be loosened to at least 6 inches, leaving the surface in rough condition with a surface variance of 6 to 8 inches. On steep slopes, tillage shall be accomplished with appropriate equipment as the slope is constructed. Soil areas shall be tilled to produce loose and friable surfaces with crusted hard soils broken up. All slopes shall be free of clods, sticks, stones, debris, concrete, asphalt and all other materials in excess of 4 inches in any dimension. All competitive, non- native vegetation shall be uprooted and hauled offsite prior to spreading amendments. Under no circumstances shall the ground surface be smooth and compacted. (ii) Biotic Soil Amendment, Fertilizer, Humate, Mycorrhizae and Seed. The Contractor shall assemble all materials for proposed areas to hydro-seed and review quantities with area of coverage with the Engineer as the Quantities Verification Prerequisite for this method. Prior to mixing in the tank, the Contractor shall receive written acceptance from the Engineer on the Seed and Amendment Quantities Worksheet that the correct quantities are onsite. This quantities verification prerequisite also requires documentation on the Permanent Stabilization SWMP Site Maps with the approved areas outlined, signed, and dated by the Engineer to track progress. If SWMP Site Maps were not included in the Contract, grading or roadway plan sheets shall be used. For the verification process, the Contractor shall provide the Engineer with all documentation for materials in unopened packaging. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 33 -16- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING After the Quantities Verification Prerequisite has been approved, the hydro-seeder shall be filled with water to 1/3 of its required volume. Following this, water and biotic soil amendments shall be added to the hydro-seeder at a consistent rate. The ratio of water to Biotic Soil Amendments shall be in accordance with manufacturer’s recommendations. Fertilizer, humates and mycorrhizae shall then be added until the tank has reached 3/4 of its required volume. The tank shall then be filled with water to the required volume. Uniform slurries shall be agitated or mixed for a minimum of ten minutes after all water and materials are in the tank. Hydraulic seeding equipment shall include a pump capable of being operated at 100 gallons per minute and at 100 pounds per square inch pressure. The equipment shall have a nozzle adaptable to hydraulic seeding requirements. Storage tanks shall have a means of estimating the volume used or remaining in the tank. Seed shall be added to the slurry onsite no more than 60 minutes before starting application. The Contractor shall increase the Seed Plan rates (LBS PLS / Acre) as shown on the plans by 1.5 times at no additional cost to the Department. The Contractor may be required to apply slurry using multiple hoses to ensure uniform application to all areas of the site. Coverage rates shall be based on the volume of material in the tank, as verified by the Engineer. Areas of lighter applications (covering more area than what is calculated) will require additional application, as directed. An appropriate curing period shall be in accordance with manufacturer’s recommendations, and shall consider forecasted weather conditions. Permanent stabilization mulching shall be accomplished within 24 hours of hydraulic application of native seed. (c) Seeding (Native) Broadcast. This method utilizes hand equipment to broadcast spread amendments and seed over prepared seedbeds. (i) Fertilizing, Compost, Humate and Elemental Sulfur. The Contractor shall uniformly apply compost and elemental sulfur on the surface of the placed topsoil using an agricultural spreader at the rate of application specified on the plans. All competitive non-native vegetation shall be uprooted and hauled offsite prior to spreading amendments. Prior to starting incorporation, the Contractor shall receive written acceptance from the Engineer on the Seed and Amendment Quantities Worksheet that the correct quantities will be applied. The Quantities Verification Prerequisite for this method also requires documentation on the Permanent Stabilization SWMP Site Maps with the approved areas outlined, signed, and dated by the Engineer to track progress. If SWMP Site Maps are not included in the Contract, the grading or roadway plan sheets shall be used. Once the Quantities Verification Prerequisite is completed for an area, the Contractor shall homogenously incorporate the Compost into the top 6 inches of soil. Tillage of the amendments shall be completed using appropriate tools depending on the size of the area to be worked. Contractor shall use hand tillers or approved small space implements. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 34 -17- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING Once incorporation of compost and elemental sulfur is approved, the Contractor shall uniformly apply organic fertilizer and humates on the surface of the topsoil using an agricultural spreader. (ii) Seedbed Preparation. Amended topsoil shall be cultivated to a firm but friable seedbed using tractor implements. Crusted hard soils shall be broken up and all areas shall be free of clods, sticks, stones, debris, concrete, and asphalt in excess of 4 inches in any dimension in accordance with Section 207. Areas shall be left in a rough condition with a surface variance of 2 to 4 inches. Under no circumstances shall the ground surface be smooth and compacted. (iii) Seed and Mycorrhizae. Prior to seeding, the finished grade of the soil shall be 1 inch below the top of all curbs, junction and valve boxes, walks, drives and other structures. Seeding shall be accomplished within two days of seedbed preparation efforts (tilling or scarifying) to make additional seedbed preparation unnecessary. If a rain event occurs that compacts or erodes the seedbed prior to performing seeding, the seedbed shall be re-prepared as directed. Areas shall be seeded by broadcast-type seeders (cyclone or approved mechanical seeders). The Contractor shall increase the Seed Plan rates (LBS PLS / Acre) as shown on the plans by 1.5 times at no additional cost to the Department. After seeding, mycorrhizae shall be evenly hand-distributed across the area. Seed and mycorrhizae shall be covered by hand raking and covering with ¼ to ½ inch of topsoil. To ensure seeds have a firm contact with the soil the Contractor shall use a heavy roller as approved in the Site Pre-vegetation Conference. Mycorrhizae shall not be exposed to sunlight for more than four hours. Using equipment with continuous cleat tracks (cat-tracking) to cover seed is not permitted. Permanent stabilization mulching shall be accomplished within 24 hours of broadcast seed application of native seed. 212.06 Seeding (Temporary). Areas of topsoil shall be seeded with annual grasses in accordance with SWMP Interim Site Maps or as directed by the Engineer. Seeding may take place at any time during the year as long as the ground is not covered in snow and topsoil is not frozen. Topsoil may be placed in a stockpile or distributed on-grade after receiving subgrade soil preparation. Interim stabilization for areas that receive temporary seeding shall be in accordance with subsection 208.04(e)2. Seed shall not be included with interim hydraulic mulch applications. The Contractor shall wait to amend topsoil until the area is ready for permanent seeding with native seed mix shown on the SWMP. The Contractor shall use either the drill, hydraulic, or broadcast method of seeding. Seeding rates (LBS PLS / Acre) shall be increased by 1.5 times for hydraulic and broadcast methods at no additional cost to the Department. Seed shall meet the requirements of 212.02(a) and shall be selected from Table 212-1 based on the application time. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 35 -18- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING Table 212-1 Temporary Seed Mixes Common Name Botanical Name Application Time Seeding Rates ( LBS PLS / Acre) Planting Depth (inches) Oats Avena sativa October 1 - May 1 35 1 - 2 Foxtail Millet Setaria italica May 2 - September 30 30 1/2 - 3/4 The Contractor shall restrict motorized vehicle and foot traffic from areas that have received temporary seeding. 212.07 Seeding (Lawn). Lawn grass seeding shall be accomplished in the seeding seasons in accordance with subsection 212.03. (a) Fertilizing and Soil Conditioning. The first application of fertilizer, soil conditioner, or both shall be incorporated into the soil immediately prior to seeding, and shall consist of a soil conditioner, commercial fertilizer, or both as designated in the Contract. Fertilizer called for on the plans shall be worked into the top 4 inches of soil at the rate specified in the Contract. Biological nutrient, culture, or humate based material called for on the plans shall be applied in a uniform application onto the soil service. Organic amendments shall be applied uniformly over the soil surface and incorporated into the top 6 inches of soil. The second application of fertilizer shall consist of a fertilizer having an available nutrient analysis of 20-10-5 applied at the rate of 100 pounds per acre. It shall be uniformly broadcast over the seeded area three weeks after germination or emergence. The area shall then be thoroughly soaked with water to a depth of 1 inch. Fertilizer shall not be applied when the application will damage the new lawn. (b) Seedbed Preparation. In preparation of seeding lawn grass, irregularities in the ground surface, except the saucers for trees and shrubs, shall be removed. Measures shall be taken to prevent the formation of low places and pockets where water will stand. Immediately prior to seeding, the ground surface shall be tilled or hand worked into an even and loose seedbed to a depth of 6 inches, free of clods, sticks, stones, debris, concrete, and asphalt in excess of 2 inches in any dimension, and brought to the desired line and grade. (c) Seeding. Seed shall be drilled with mechanical landscape type drills. Broadcast type seeders or hydraulic seeding will be permitted only on small areas not accessible to drills. Seed shall not be drilled or broadcast during windy weather or when the ground is frozen or untillable. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 36 -19- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING 212.08 Sodding. (a) Fertilizing and Soil Conditioning. Prior to laying sod, the 4 inches of subsoil underlying the sod shall be treated by tilling in fertilizer, compost, or humates as specified on the plans. Amendments shall be applied uniformly over the soil surface and incorporated into the top 6 inches of soil. After laying the sod, it shall be fertilized with a fertilizer having a nutrient analysis of 20-10-5 at the rate of 200 pounds per acre. Fertilizer shall not be applied when the application will damage the sod. (b) Soil Preparation. Prior to sodding, the ground shall be tilled or hand worked into an even and loose sod bed to a depth of 6 inches, and irregularities in the ground surface shall be removed. Sticks, stones, debris, clods, asphalt, concrete, and other material more than 2 inches in any dimension shall be removed. Depressions or variances from a smooth grade shall be corrected. Areas to be sodded shall be smooth before sodding occurs. (c) Sodding. Sod shall be placed by staggering joints with all edges touching. On slopes, the sod shall run approximately parallel to the slope contours. Where the sod abuts a drop inlet, the subgrade shall be adjusted so that the sod shall be 1-½ inches below the top of the inlet. Within one hour after the sod is placed and fertilized it shall be watered. After watering, the sod shall be permitted to dry to the point where it is still wet enough for effective rolling. The Contractor shall roll the sod in two directions with a lawn roller capable of applying between 50 - 80 pounds per square inch of surface pressure to eliminate air pockets. 212.09 Landscape Establishment and Maintenance The duration of the Seed establishment shall be from initial installation thru Final acceptance. After planting on the project is complete, an inspection shall be held including the Contractor, Engineer and the Landscape Architect to determine acceptability of landscape material. During inspection, an inventory of rejected, dead or dying material will be made, and corrective and necessary cleanup / replacement measures will be determined. The duration of and the Landscape Maintenance shall comment on the date of written Final acceptance and extend for a period of 24 months. From the time of installation, during construction, and throughout the Landscape Establishment Period, the Contractor shall maintain landscape material, and seeded areas in a healthy and vigorous growing condition, and ensure the successful establishment of vegetation. During the Landscape Establishment and Maintenance Period, the Contractor shall water, cultivate, reseed (if necessary), fertilize, and repair damaged landscaping. The Contractor shall also remove weeds from seed and mulched areas monthly and maintain specified depths of mulching material. Watering rates and fertilizer applications, during and after establishment, shall be in performed in accordance with seed supplier’s recommendations and the recommendations of the soil analysis. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 37 -20- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING Dead, dying or rejected material shall be removed each month during the Landscape Establishment Period as directed by the City’s Project Manager. Replacement shall be performed during the spring planting season or at the beginning and end of the Landscape Establishment Period. Replacement stock shall be planted in accordance with the original contract specifications and is subject to all requirements specified for the original material. Replacement shall be at the Contractor’s expense. Work performed associated with landscape establishment prior to Substantial Completion will not be measured separately but shall be considered incidental to the work. Landscape establishment and maintenance performed after written acceptance of Substantial Completion shall be invoiced to the City on a monthly basis based on percent complete. METHOD OF MEASUREMENT 212.10 The quantities of lawn seeding and the three native seeding types will not be measured but shall be the quantities designated in the Contract, except that measurements will be made for revisions requested by the Engineer, or for discrepancies of plus or minus five percent of the total quantity designated in the Contract. The quantity of sod will be by the actual number of square feet, including soil preparation, water, fertilizer, and sod, completed and accepted. Organic Fertilizer, Compost (Mechanically Applied), Humates, Mycorrhizae soil amendments for Seeding (Native) methods drill, hydraulic, and broadcast will be measured by the actual quantity of material applied and accepted. Measurement for acres will be by slope distances. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 38 -21- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING BASIS OF PAYMENT 212.11 The accepted quantities of lawn seeding, native seeding, soil conditioning, and sod will be paid for at the contract unit price for each of the pay items listed below that appear in the bid schedule. Rejected seed that has been stored longer than 30 days shall be re-ordered at the expense of the Contractor. Payment will be made under: Pay Item Pay Unit Organic Fertilizer Pound Compost (Mechanically Applied) Cubic Yard Biotic Soil Amendments (Hydraulic Applied) Pound Humate Pound Mycorrhizae Pound Elemental Sulfur Pound Seeding (Native) Drill Acre Seeding (Native) Hydraulic Acre Seeding (Native) Broadcast Acre Seeding (Wetland) Drill Acre Seeding (Wetland) Hydraulic Acre Seeding (Wetland) Broadcast Acre Seeding (Temporary) Acre Seeding (Lawn) Acre Sod Square Foot Landscape Maintenance (24 month) Lump Sum Topsoil preparation including incorporating and applying amendments, seedbed preparation, water, and seed mix (LBS PLS / Acre) will not be measured and paid for separately but shall be included in the work. Calibrating, adjusting, or readjusting seeding or fertilizing equipment will not be measured and paid for separately but shall be included in the work. No additional cost will be accepted for approved substitution of specified seed mix. No payment will be made for areas seeded using one of the seeding methods without receiving signed Seed and Amendment Quantities Worksheet from the Engineer. Additional seedbed preparation prior to seeding to correct compaction or erosion from storm events will not be measured and paid for separately but shall be included in the work. Additional mobilizations as needed to complete seeding within allowed seeding seasons will not be measured and paid for separately but shall be included in the work. Removal of all competitive, non-native vegetation prior to spreading amendments will not be measured and paid for separately but shall be included in the work. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 39 -22- REVISION OF SECTION 212 SOIL AMMENDMENTS, SEEDING AND SODDING Water for establishment of seed shall be included in the cost and will not be paid for separately. Labor, water, equipment, fuel, hauling, dumping, and other items required and for Landscape Maintenance shall be included in the cost and will not be paid for separately. Adjusting or readjusting seeding or fertilizing equipment will not be paid for separately but shall be included in the work. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 40 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised for this project as follows: Subsection 304.02 shall include the following: Materials for the base course shall be Aggregate Base Course (Class 6) and Aggregate Base Course (Class 7) as shown in subsection 703.03 The aggregate base course (Class 6) must meet the gradation requirements and have a resistance value of at least 40 when tested by the Hveem Stabilometer method. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 41 REVISION OF SECTION 306 RECONDITIONING Section 306 of the Standard Specifications is hereby revised for this project as follows: Subsection 306.02 shall be deleted and replace with the following: The top 12 inches of the existing subgrade shall be reconditioned by blading and rolling. Sufficient water shall be added to meet the density requirements as specified in the Contract. The reconditioned surface shall not vary above or below the lines and grades as staked by more than 0.08 foot. The surface shall be tested for smoothness and density before the application of any base course material. Where concrete materials are to be placed directly on the subgrade, the subgrade plane shall not vary more than 0.04 foot. All irregularities exceeding the specified tolerance shall be corrected to the satisfaction of the Engineer at no additional cost to the Department. The surface shall be satisfactorily maintained until base course or concrete materials has been placed. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 42 REVISION OF SECTION 508 TIMBER STRUCTURES Delete Section 508 of the Standard Specifications is and replace with the following: DESCRIPTION 508.01 This work consists of the construction of timber structures and timber portions of other structures per these specifications and in conformity with the lines and grades shown on the plans or established. MATERIALS 508.02 Hardwood Decking: 1) Wood decking shall be naturally durable hardwood Ipe (Tabebuia Spp Lapacho Group). All planks shall be partially air dried to a moisture content of 15% to 20%, and shall be supplied S4S (surfaced four sides), E4E (eased four edges), with the edges eased to a radius of 1/8”. Measured at 30% moisture content, the width and thickness shall not vary from specified dimensions by more than ± 0.04 inches. All planks shall be supplied with the end sealed with “Anchorseal” Mobil CER-M or an equal aquious wax log sealer. 2) All planks shall be graded as FEQ-CAH (First Export Quality -Clear All Heart) grading rules, defined as follows: 3) Lumber shall be graded both faces and both edges. 4) Lumber shall be straight grained, maximum slope of grain to be 1:10. 5) Lumber shall be parallel cut without heart centers or sapwood. 6) Lumber shall be in sound condition, free from wormholes or knots. 7) Allowable Imperfections are: a) All faces: Natural drying checks, Discoloration caused by weathering or chemical reaction, Bow or Spring which can be removed using normal installation methods and tools. 8) Imperfections Not Allowed: a) Longitudinal heart cracks, Internal cracks, Firm or Soft sap wood, Splits, End splits, Ring shades, Fungi affects (blue to gray, brown to red, white to yellow, or incipient decay), Deformation (twisting or cupping) which cannot be removed using normal installation methods and tools. 9) All planks shall meet or exceed the following mechanical properties (based on the 2” standard) as defined by the U.S. Forest Products Laboratory publications and testing data: MC% 12% Modulus of Rupture 22,360 psi Modulus of Elasticity 3,140,000 psi Max. Crush Strength 13,010 psi DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 43 -2- REVISION OF SECTION 508 TIMBER STRUCTURES 10) Janka side hardness is 3680 lbs. at 12% moisture content 11) Average air-dry density is 66 to 75 pcf. 12) Basic specific gravity is 0.85 - 0.97. 13) All planks shall be naturally fire resistant without the use of any fire resistant preservatives to meet NFPA Class A and UBC Class I. 14) All decking shall be full thickness planks unless approved otherwise. 15) Planks shall be supplied that meet or exceed the Static Coefficient of Friction for both neolite and leather shoes in accordance with ASTM Test Method C1028-89. FORCE IN POUNDS SHOE MATERIAL DRY WET Neolite 0.73 0.69 Leather 0.55 0.79 16) For transverse wood decking, wheel loads shall be assumed to act on one plank only. The wheel loads shall be distributed on the plank along a length equal to the tire print width. The plank shall be designed for shear and bending in accordance with the support conditions and spacing. For design, the following unfactored allowable stresses shall be used: Allowable Bending 3700 psi Allowable Shear 320 psi Modulus of Elasticity 3,000,000 psi 508.03 Inspection. All timber furnished shall be covered by a certificate of inspection issued by the American Lumber Standard Committee (ALSC) or the International Accreditation Service (IAS) accredited inspection agency. Inspection approval shall be marked on each piece. Shop drawings shall be submitted per subsection 105.02 for all major structures and for other structures when specified. The Department may provide an inspector at the treating plant for material quality review and inspection of the treatment process for treated timber. The plant shall notify the Engineer sufficiently in advance of time of treating so that inspection may be arranged. 508.04 Hardware. Hardware shall include all bolts with necessary nuts and washers, timber connectors, drift pins, dowels, nails, screws, spikes, metal pile protectors, steel anchor plates and all other metal fastenings as shown on the plans. Bolts shall conform to the requirements of Section 509. Bolts over 12 inches long shall be threaded at least 4 inches. Drift bolts, spikes, boat spikes and other spikes shall be wrought iron or steel. Washers shall be standard cast iron ogee or malleable cast washers. Timber connectors and common nails shall be of the type and size specified on the plans. All hardware, except timber connectors and common nails, shall be galvanized per AASHTO M 232. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 44 -3- REVISION OF SECTION 508 TIMBER STRUCTURES CONSTRUCTION REQUIREMENTS 508.05 Timber for the various portions of the structure shall be treated or untreated as stipulated on the plans. At time of installation, planks are to be placed tight together with no gaps. Every plank must be attached with at least one fastener at each end. All fasteners to be zinc plated. Self-tapping screws or hex-head bolts, with a steel plank hold down, are to be used at the ends of planks. Self-tapping screws or carriage bolts are to be used as interior connection fasteners when required. Power actuated fasteners will not be allowed. Planks are to be drilled prior to installation of bolts and/or screws. In addition to at least one fastener at each end of every plank (typical for all installations), planks for bridges with widths of 72” to 143” shall be attached with a minimum of two fasteners at a location approximately near the center of the bridge width. Bridges wider than 143” are to have two fasteners located at a minimum of two interior stringer locations, approximately at the third points of the bridge width. Attachments at the ends of the planks may be modified as required when obstructions, such as interior safety system elements, prevent installation of the specified hold down system. 508.06 Holes and Bolts. All holes bored shall be treated per AWPA M4. Holes drilled for drift bolts shall be 1/32 inch smaller than the diameter of the bolt. All other holes shall be bored to such size as to ensure a snug fit. Unless otherwise designated, all bolts shall be provided with two ogee washers. METHOD OF MEASUREMENT 508.07 Timber will be measured by the square foot actually incorporated in the structure and shall include all work necessary to complete the item, including preparation and installation of planks and fasteners. BASIS OF PAYMENT 508.08 The accepted quantities will be paid for at the contract units for each of the pay items listed below that appear in the bid schedule. Payment will be made under Pay Item Pay Unit IPE Decking SF DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 45 REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.02 shall be deleted and revised as follows: 608.02 Materials shall meet the requirements specific in the following subsections: Joint Fillers 705.01 Aggregate Base Course (Class 6) 703.03 Covers 712.06 Concrete for sidewalks and curb ramps shall meet the requirements of ECOPact Concrete (or approved equivalent) below. (a) Concrete Mixes. Contractor shall submit to the Engineer a design mix meeting the Concrete Class specified utilizing the ECOPact Concrete (or approved equivalent) (b) Maximum Global Warming Potential (GWP). Total GWP of the concrete supplied for the project shall be at least 15 percent lower on a volume-weighted basis, than the amount of GWP using National Ready Mix Concrete Association (NRMCA) Industry averages based on strength and weight class for each mix. GWP reduction shall be validated through product-specific Environmental Product Declarations for each mix. Concrete for sidewalks shall meet the requirements for Class B Concrete. Concrete mixes will be subject to inspection and tests as required to ensure compliance with quality requirements. Concrete shall be mixed with fiber reinforcing strands (or approved equal), at a rate of 1.5 pounds per cubic yard. Mixing, placing, and finishing shall be performed according to Construction Requirement and manufacturer’s recommendations. Colored wax-curing compound and the hardener-enhancing compound shall be as approved by the Engineer and shall meet the requirements of ASTM C 309. Color shall be Davis Brown “Yosemite Brown”. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 46 -2- REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS Subsection 608.03 shall include the following: The Contractor shall place colored concrete, color hardener, and colored wax-curing compound on a 4 foot by 4 foot test panel for approval by the Engineer prior to commencing the work. If the test panel is unacceptable to the Engineer, the Contractor shall construct additional test panels until the correct color and finish are approved by the Engineer. Workmen and equipment used on the test panel shall be the same as that used in the final construction of the colored concrete. Colored hardener, if desired by the Engineer, shall be applied evenly to the concrete surface while it is in the "plastic" stage by the "dry-shake" method. Each application rate shall be a minimum of 60 pounds of hardener per 100 square feet of surface. Color hardener shall have two applications and be wood floated after each application, using a trowel on the final float. The colored wax-curing compound, thinned in the proportion of 4 parts wax to 3 parts mineral spirits (paint thinner) shall be applied uniformly with a roller or motor-driven power sprayer. The coverage shall be 600 to 650 square feet per gallon of unthinned curing compound. The surface shall be broom finished prior to the application of the colored wax compound. Subsection 608.06 shall be deleted and replaced with the following: Payment will be made under: Pay Item Pay Unit Concrete Sidewalk (5 inch) Square Yard Sidewalk Drain Each Aggregate Base course material will be measured and paid for per Section 304. All work necessary and incidental to the construction of sidewalks and sidewalk drain will not be measured and paid for separately but shall be included in the work. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 47 REVISION OF SECTION 630 PORTABLE MESSAGE SIGN PANEL Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.01 shall include the following: This work includes furnishing, operating, and maintaining a portable message sign panel. Add subsection 630.031 immediately following subsection 630.03 as follows: 630.031 Portable Message Sign Panel. Portable message sign panel shall be furnished as a device fully self- contained on a portable trailer, capable of being licensed for normal highway travel, and shall include leveling and stabilization jacks. The panel shall display a minimum of three - eight character lines. The panel shall be a dot-matrix type with an LED legend on a flat black background. LED signs shall have a pre-default message that activates before a power failure. The sign shall be solar powered with independent back-up battery power. The sign shall be capable of 360 degrees rotation and shall be able to be elevated to a height of at least five feet above the ground measured at the bottom of the sign. The sign shall be visible from one-half mile under both day and night conditions. The message shall be legible from a minimum of 750 feet. The sign shall automatically adjust its light source to meet the legibility requirements during the hours of darkness. The sign enclosure shall be weather tight and provide a clear polycarbonate front cover. Solar powered message signs shall be capable of operating continuously for 10 days without any sun. All instrumentation and controls shall be contained in a lockable enclosure. The sign shall be capable of changing and displaying sign messages and other sign features such as flash rates, moving arrows, etc. Each sign shall also conform to the following: (1) In addition to the onboard solar power operation with battery back-up, each sign shall be capable of operating on a hard wire, 100-110 VAC, external power source. (2) All electrical wiring, including connectors and switch controls necessary to enable all required sign functions shall be provided with each sign. (3) Each sign shall be furnished with an operating and parts manual, wiring diagrams, and trouble-shooting guide. (4) The portable message sign shall be capable of maintaining all required operations under Colorado mountain-winter weather conditions. (5) Each sign shall be furnished with an attached license plate and mounting bracket. (6) Each sign shall be wired with a 7-prong male electric plug for the brake light wiring system. Subsection 630.13 shall include the following: The portable message sign panel shall be on the project site at least seven (7) days prior to the start of active roadway construction. Maintenance, storage, operation, relocation to different sites during the project, and all repairs of portable message sign panels shall be the responsibility of the Contractor. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 48 -2- REVISION OF SECTION 630 PORTABLE MESSAGE SIGN PANEL Subsection 630.18 shall include the following: Portable message sign panels will be measured: (1) By the actual number of days each portable message sign is used on the project as approved by the Engineer. Subsection 630.19 shall include the following Pay Item Pay Unit Portable Message Sign Panel Day DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 49 RIGHT OF WAY RESTRICTIONS The Contractor shall perform all work, both temporary and permanent, within the existing ROW limits and acquired temporary and permament construction easements. The Contractor shall stake the ROW, Permament and Temporary Contruction limits prior to beginning any work, and the limits shall be clearly delineated throughout the project duration to ensure compliance with all on-site crews. There shall be no delay toward completion of the project due to the restrictions imposed herein. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 50 TRAFFIC CONTROL PLAN – GENERAL The key elements of the Contractor's method of handling traffic (MHT) are outlined in subsection 630.10(a). The components of the TCP for this project are included in the following: (1) Subsection 104.04 and Section 630 of the specifications. (2) Standard Plan S-630-1, Traffic Controls for Highway Construction and Standard Plan S-630-2. (3) Schedule of Construction Traffic Control Devices. (4) Signing Plans. (5) Construction phasing details. (6) Detour Details. (7) Other. Unless otherwise approved by the Engineer, the Contractor’s equipment shall follow normal and legal traffic movements. The Contractor’s ingress and egress of the work area shall be accomplished with as little disruption to traffic as possible. Traffic control devices shall be removed by picking up the devices in a reverse sequence to that used for installation. This may require moving backwards through the work zone. When located behind barrier or at other locations shown on approved traffic control plans, equipment may operate in a direction opposite to adjacent traffic. Special Traffic Control Plan requirements for this project are as follows: During the construction of this project, traffic shall use the present traveled roadway unless identified on the plans or approved by the Engineer. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless approved by the Engineer. Contractor shall have approval from the Engineer on any work hours proposed prior to beginning operations. At least one week prior to starting construction, the Contractor shall notify the Engineer of the date the Contractor intends to start construction. All costs incidental to the foregoing requirements shall be included in the original contract prices for the project. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 51 UTILITIES There are currently a number of utilities within the limits of this project, but no utility coordination was performed during the design stage: The work described in these plans and specifications requires coordination between the Contractor and the utility companies in accordance with subsection 105.11 in conducting their respective operations as necessary to complete the utility work with minimum delay to the project. The work listed below shall be performed by the Contractor in accordance with the plans and specifications, and as directed by the Engineer. The Contractor shall keep each utility company advised of any work being done to its facility, so that the utility company can coordinate its inspections for final acceptance of the work with the Engineer. No utility work indentified for the Contractor to perform. Contractor shall be responsible for coordinating traffic control and access for the utility company to perform the work with the project limits. Contractor shall be responsible for ensuring this is accounted for in the project schedule. GENERAL: The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements") when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least two (2) business days, not including the day of notification, prior to commencing such operations. The Contractor shall contact the Utility Notification Center of Colorado (UNCC) at (8-1-1) or 1-800-922-1987 to have locations of UNCC registered lines marked by member companies. All other underground facilities shall be located by contacting the respective company. Utility service laterals shall also be located prior to beginning excavating or grading. The location of utility facilities as shown on the plan and profile sheets, and herein described, were obtained from the best available information. All costs incidental to the foregoing requirements will not be paid for separately but shall be included in the work. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 52 REVISION OF SECTION 105 CONTROL OF WORK Revise Section 105 of the Standard Specifications as follows: Revise Paragraphs 4, 5 and 6 of Subsection 105.20 as follows: If damage occurs to an existing structure through improper maintenance per 105.19, the Contractor shall submit a repair procedure to the Engineer to repair the defect(s). The repair categories and requirements are defined as follows: a) “In-kind” repairs. In-kind repairs are repairs where the As-Built or Advertised plans are utilized to replace or repair damaged components with identical dimensions and materials used plans and where no plan modifications are made. In-kind repair procedures shall be reviewed and accepted by the Engineer before any repair. The use of approved repair grouts or doweled reinforcing with epoxy adhesive is permitted in in-kind repairs. Doweled reinforcing shall meet or exceed the strength requirements of the original design. a) “Modified repairs”. Modified repairs are those which deviate in dimensions and/or materials from the As-Built or Advertised plans or where plans are not available. Modified repair procedure submittals shall include calculations, independent design calculations, shop drawings, and/or working drawings per 105.02, and any other applicable section of the specifications for the needed repair. The Contractor’s Engineer shall electronically seal Modified repair submittals. Damage to new structures or modified structures, shall be repaired per the contract documents. The Engineer of Record shall be notified and review all corresponding submittals before any repairs. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements December 9, 2022 53 REVISION OF SECTION 109 MEASUREMENT AND PAYMENT Revise Section 109 of the Standard Specifications as follows: Replace Subsection 109.06(b): 109.06 Partial Payments Partial payments will be made once each month as the work progresses, when the Contractor is performing satisfactorily under the Contract. Payments will be based upon progress estimates prepared by the Engineer, of the value of work performed, materials placed per the Contract, and the value of the materials on hand per subsection 109.07. The amount of the progress estimate paid to the Contractor will be subject to the following: (b) Securities in Lieu of Standard Amount Retained. When the original contract amount exceeds $150,000, the Contractor may withdraw all or any portion of the standard amount retained if acceptable securities are assigned to the Department, and deposited as set forth in Section 24-91-105, CRS and the implementing regulations. The securities shall at all times have a market value at least equal in value to the sums withdrawn. If at any time the Department determines that the market value of the securities has fallen below the sums withdrawn, the Contractor, shall deposit additional acceptable securities in an amount sufficient to reestablish a total deposit of securities equal in value to the sums withdrawn. This security substitution shall not apply if a part of the contract price is paid from federal, or other sources, and the federal or other source has requirements that are inconsistent with this subsection. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 54 REVISION OF SECTION 207 TOPSOIL Section 207 of the Standard Specifications is hereby deleted for this project and replaced with the following: DESCRIPTION 207.01 This work consists of salvaging topsoil from onsite locations, stockpiling, maintaining, and preparing the subsoils for the placement of the topsoil at locations shown on the plans. It also includes creating seeding media by amending subsoils, and importing offsite topsoil when shown on the plans. Substitutions from this specification will not be allowed unless submitted in writing to the Engineer and approved by the Region or Headquarters Landscape Architect. MATERIALS 207.02 General. Topsoil shall be salvaged onsite, imported, or produced as shown on the plans. Topsoil shall be free of refuse and litter along with noxious weed seed and reproductive plant parts, as listed in current State of Colorado A and B Noxious Weed List and local agency weed lists. Topsoil shall not include heavy clay, hard clods, toxic substances, pathogens, or other material, which would be detrimental to growing native vegetation. All required amendments shall be thoroughly incorporated to parent material, onsite. All amendments shall conform to Section 212. Topsoil and parent material shall be free of clods, sticks, stones, debris, concrete, and asphalt in excess of 4 inches in any dimension for all material used within the designed clear zone for the project. Topsoil outside of the clear zone may contain rock larger than 4 inches in any dimension. For slopes with no structures being used to protect areas from falling rocks the Contractor shall remove or secure any rocks deemed unstable and could pose a safety hazard. Topsoil shall be generated from one or more of the following as shown on the plans: (a) Topsoil (Onsite). Topsoil shall consist of the upper 6-inch layer of the A horizon, as defined by the Soil Science Society of America, or at the depths and locations shown on the Stormwater Management Plan (SWMP). It shall consist of loose friable soil, salvaged from onsite and stockpiled or windrowed. Litter and duff (layer of partially decomposed plant material) shall be collected as part of the salvaging of topsoil unless specified to be removed and hauled offsite on the plans. (b) Topsoil (Wetland). Wetland topsoil shall consist of moist, organic soil obtained from delineated wetlands, including any existing wetland vegetation and seeds. Wetland topsoil shall be extracted from the project site at locations shown on the plans or as directed, to a minimum depth of 12 inches or at the depths as shown on the plans. (c) Seeding Media. Seeding Media shall consist of one or all of the following approved materials: sub-soil, overburden, or material generated from rock. Contractor shall select onsite or offsite locations to generate material that meet the requirements of Table 207-1. The Contractor shall provide a Certified Test Report (CTR) in accordance with subsection 106.13, excluding lot, heat, and batch confirming that the excavated material conforms to Table 207-1. (d) Topsoil (Offsite). The Contractor shall submit a CTR for Topsoil (Offsite) for approval a minimum of 60 days prior to import in accordance with subsection 106.13. The Contractor shall include with the CTR a complete Soil Nutrient Analysis for the properties listed in Table 207-2 from an independent laboratory that participates in the National Association for Proficiency Testing (NAPT). If topsoil nutrient analysis is deficient, an Amendment Protocol shall be submitted by the Contractor for approval. The Amendment DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 55 -2- REVISION OF SECTION 207 TOPSOIL Protocol shall contain a complete list of amendments and associated quantities to produce topsoil that conforms to Table 207-2. The Contractor shall submit a Certificate of Compliance (COC) for Topsoil (Offsite) for approval a minimum of 60 days prior to import that the source has controlled noxious weeds in accordance with the State of Colorado Noxious Weed Act 35-5.5-115. Table 207-1 PHYSICAL PROPERTIES OF SEEDING MEDIA Property Range Test Soil pH (s.u.) 5.6 – 7.5 ASA Mono. #9, Part 2, Method 10-3.2 or TMECC 04.11-A Soil Electrical Conductivity (EC) (mmhos/cm or ds/m) < 5.0 ASA Mono. #9, Part 2, Method 10-3.3 Soil SAR (s.u.) 0 - 10 ASA Mono. #9, Part 2, Method 10-3.4 Rock Content (%) < 25 USDA NRCS Rock Fragment Modifier Usage Trace Contaminants (Arsenic, Cadmium, Copper, Mercury, Selenium, Zinc, Nickel, and Lead) Meets US EPA, 40 CFR 503 Regulations TMECC 04.06 or EPA6020/ASA (American Society of Agronomy) Rock Content (%) greater than 3” diameter < 25 USDA NRCS Rock Fragment Modifier Usage USDA Soil Texture No more than 70% clay, silt, and sand by percentage volume of topsoil. ASA Monograph #9, Part 1, Method 15-4 or ASA 1 43-5 All Particle Sizes < 6 Inches Physical contaminants (man-made inerts) (%) < 1 TMECC 03.08-C C:N ratio <20 TMECC 05.02-A * Fines % when manufacturing material from rock >25% material passing through #4 sieve ASTM D6913 Amendments to the base imported material shall have the quantities of material verified onsite prior to incorporation into parent material, either at the stockpiles or after placement of parent material. Topsoil amended at the stockpiles shall be distributed to the site within seven days. * Substitute this requirement for USDA Soil Texture requirement when project are approved to use material manufactured from native rock material on site. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 56 -3- REVISION OF SECTION 207 TOPSOIL Table 207-2 TOPSOIL (OFFSITE) PROPERTIES Property Range Test Methods Soil pH (s.u) 5.6 – 7.5 ASA Mono. #9, Part 2, Method 10-3.2 or TMECC 04.11-A Salt by Electrical Conductivity (EC) (mmhos/cm or ds/m) < 2.0 ASA Mono. #9, Part 2, Method 10-3.3 Soil SAR (s.u.) 0 – 10 ASA Mono. #9, Part 2, Method 10-3.4 Soil OM (%) 3 – 5 Methods of Soil Analysis, Part 3, Method 34 Soil N (NO3-n, ppm) > 20.0 Methods of Soil Analysis, Part 3. Chemical Methods. Ch. 38 Nitrogen – Inorganic Forms Soil P (ppm) > 13.0 ASA Mono. #9, Part 2, Method 24-5.4 or others as required based on soil pH Soil K (ppm) > 80 ASA Mono. #9, Part 2, Method 13-3.5 Rock Content (%) greater than 3” diameter < 25 USDA NRCS Rock Fragment Modifier Usage Bioassay (seedling emergence and relative vigor) > 80% of control TMECC 05.05-A or Approved Germination Test Soil Texture No more than 70% clay, silt and sand by percentage volume of topsoil ASA Mono. #9, Part 1, Method 15-4 Physical contaminants (man-made inerts) (%) < 1 TMECC 03.08-C Trace Contaminants (Arsenic, Cadmium, Copper, Mercury, Selenium, Zinc, Nickel, and Lead) Meets US EPA, 40 CFR 503 Regulations TMECC 04.06 or EPA6020/ASA (American Society of Agronomy) All Particle Sizes < 6 Inches C:N ratio <20 TMECC 05.02-A The Contractor shall utilize a rod penetrometer for determining subgrade soil preparation and determining looseness of soil after ripping. The penetrometer shall have a psi pressure gage, and shall meet the following requirements: (1) Steel rod with a minimum diameter of ½ inch with graduations (tick marks) every 6 inches. (2) The rod shall be made of stainless steel or other metal that will not bend when weight is applied. (3) The end of the rod shall have a 30-degree cone tip. (4) The diameter of the cone at its tip shall be no more than 0.1 inch. (5) The top of the rod shall be a T-handled configuration. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 57 -4- REVISION OF SECTION 207 TOPSOIL CONSTRUCTION REQUIREMENTS 207.03 Site Pre-vegetation Conference. Prior to the start of the initial Subgrade Soil Preparation for the project, the Contractor shall request a Site Pre-vegetation Conference. The Engineer will set up the conference and will include: the Engineer or designated representative, the Superintendent or designated representative, the sub- Contractor(s) performing the subgrade soil preparation and soil amendments, and the CDOT Landscape Architect representing the Region. Only one meeting is required for the project unless a new sub-Contractor is brought on that did not attend the previous meeting. The Agenda of the Pre-vegetation Conference can be found in Appendix A of the Construction Manual and includes the following: (1) Final review of the Topsoil (Offsite) Amendment Protocol (2) Review of the Method Statement detailing the equipment which will be used for the subgrade soil preparation operations (3) Review of rod penetrometer which will be used to determine subgrade soil preparation of topsoil (4) Permanent Stabilization Phasing Plan (identify strategies and site management measures to protect de- compacted, topsoil amended, seeded, and blanketed areas from foot, vehicle loads, and other disturbances). (5) Seeding. See subsection 212.03 for submittal requirements. (6) Meeting attendee sign-in log 207.04 Topsoil Stockpiling. Stockpiles of topsoil shall be created as shown on the plans or as approved by the Engineer. All Stockpiles of topsoil which are scheduled to remain in place for 14 days or more shall receive interim stabilization in accordance with subsection 208.04. All topsoil stockpiles shall be identified using white pin flags with “TOPSOIL” printed in black letters and shall have their locations shown on the SWMP Plans. Each individual stockpile shall require at least one flag, and one additional flag for each 10 cubic yards of salvaged topsoil. The Contractor shall provide only perimeter flags for stockpile larger than 100 cubic yards with a minimum spacing of 25 feet. Topsoil may be placed in stockpiles or windrowed at the edge of the disturbance. Windrowed topsoil shall not be used as perimeter erosion control or extensively compacted. When topsoil is windrowed, all stockpile requirements still apply. (1) Upland Topsoil. If included on the plans, stockpiles shall be treated with herbicide, in accordance with Section 217, or as directed. (2) Wetland Topsoil. Wetland stockpiles shall not be treated with herbicide. Weeds shall be hand pulled. Wetland topsoil shall be placed within 24 hours from excavation, unless otherwise approved by the Engineer. Wetland topsoil shall not be stockpiled for more than six months. 207.05 Subgrade Soil Preparation. Before placement of topsoil, the subgrade shall be ripped to a minimum depth of 14 inches. Subgrade shall be mostly dry and friable. Subgrade shall crumble without sticking together, yet not be so dry and hard that it does not break apart easily. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 58 -5- REVISION OF SECTION 207 TOPSOIL Underground utilities shall be located prior to soil preparation. Subgrade soil preparation equipment shall meet the requirements for either winged tip or parabolic shanks. Operation shall be performed to fracture the soil uniformly without lifting or furrowing the surface excessively. The Contractor shall submit a method statement for subgrade soil preparation other equipment will be considered. 1. Winged tip shanks (dozer equipment) shall be a minimum of 6 inches wide and have 2 inches of vertical profile change on the blade with a 40 – 60-degree sweep angle. The Contractor shall calibrate the subgrade soil preparation equipment using a minimum 30 linear feet of the initial pass. The Contractor shall utilize the rod penetrometer to verify that that de-compaction was successfully done. The Contractor shall take penetration measurements every 6 inches across a transect perpendicular to the direction of the tractor and spanning the width of the subgrade soil preparation. Depths of penetration shall confirm that a minimum of 12 inches can be achieved without reaching 300 psi on the rod penetrometer pressure gage (approximately 30 pounds of pressure on the T-handle). Existing subgrade shall be de-compacted to a depth of 14 inches. If multiple passes are needed, the subsequent passes shall be positioned so that the ripping equipment (subsoilers) from the previous pass are split by the subsequent pass. Following ripping, the Contractor shall remove all sticks, stones, debris, clods, and all other substances greater than 6 inches in diameter. The Contractor shall restrict motorized vehicle and foot traffic from passing over the ripped area since this would recompact the areas that received subgrade soil preparation. The first 4 feet from the edge of pavement shall be ripped to a depth of 6 inches. If the project is going to use aggregate base course or recycled asphalt as a shouldering technique, those areas will not require subgrade soil preparation. Depth of soil ripping for the subgrade soil preparation shall be checked with the rod penetrometer. The Contractor shall verify adequate de-compaction of the entire area to have topsoil placed using a rod penetrometer in the presence of the Engineer. Tests shall be performed at a minimum of ten random locations per each acre as selected by the Engineer. The Test shall verify that a depth of 12 inches of penetration into the soil can be achieved without reaching 300 psi on the rod penetrometer pressure gage (approximately 30 pounds of pressure on the T-handle). If this depth cannot be achieved for 80 percent of the penetrations, the Contractor shall re-rip the area at no additional cost to the Department. 207.06 Placement of Topsoil and Seeding Media. Topsoil and Seeding Media shall be hauled and placed at the locations disturbed and will be re-vegetated or as shown on the plans. The Contractor shall place a minimum thickness of 6 inches and should only be handled when it is dry enough to work without damaging soil structure. Topsoil and Seeding Media shall be placed a minimum depth of twelve (12) inches when placed over riprap as required on the plans. No Topsoil or Seeding Media shall be placed below ordinary high water mark except as otherwise specified in bio-stabilization bank treatments. Salvaged topsoil placement deeper than 6 inches is allowed if additional approved material is on-site. Contractor shall place topsoil in a method that does not re-compact subgrade material using low ground-contact pressure equipment, or by excavators and/or backhoes operating adjacent to it. The final grade shall be free of all materials greater than 4 inches in diameter within the designed clear zone for the project. Equipment not required for revegetation work will not be permitted in the areas of placed topsoil. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 59 -6- REVISION OF SECTION 207 TOPSOIL Soil amendments, seedbed preparation, and permanent stabilization mulching shall be accomplished within four working days of placing the topsoil on the de-compacted civil subgrades. If placed topsoil is not mulched with permanent stabilization mulch within four working days, the Contractor shall complete interim stabilization methods in accordance with subsection 208.04(e), at no additional cost to the Department. Time to perform the work may be extended for delays due to weather. METHOD OF MEASUREMENT 207.07 Topsoil material will be measured by the actual number of cubic yards of topsoil placed and accepted. Subgrade soil preparation will be measured by the square yards of subgrade which is ripped and accepted for adequate de-compaction. BASIS OF PAYMENT 207.08 The accepted quantities measured will be paid for at the Contract unit price for each of the pay items listed below that appear in the bid schedule. Payment will be made under: Pay Item Pay Unit Topsoil (Onsite) Cubic Yard Seeding Media Cubic Yard Topsoil (Offsite) Cubic Yard Topsoil (Wetland) Cubic Yard Subgrade Soil Preparation Square Yard Amendments for Topsoil (Onsite) and Seeding Media will be measured and paid for in accordance with Section 212. Amendments for Topsoil (Offsite) will not be measured and paid for separately, but shall be included in the work. Noxious Weed Management will be measured and paid for in accordance with Section 217. Stockpiling or windrowing of topsoil will not be measured and paid for separately, but shall be included in the work. Testing of Seeding Medial and Topsoil (Offsite) will not be measured and paid for separately but shall be included in the work. Rod penetrometer and associated verification testing of random locations will not be measured and paid for separately, but shall be included in the work. The Site Pre-vegetation Conference will not be paid for separately, but shall be included in the work. Additional passes with the ripping equipment to achieve the desired de-compaction will not be measured and paid for separately, but shall be included in the work. Removing of clods, sticks, stones, debris, concrete, and asphalt in excess of 4 inches in any dimension for all topsoil and Seeding Media used within the designed clear zone for the project will not be measured and paid for separely, but shall be included in the work. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 60 REVISION OF SECTION 601 CLASS DF CONCRETE Section 601 of the Standard Specifications is hereby revised for this project to include the following: Add the following to Table 601-1: Concrete Class Required Field Compressive Strength (psi) Air Content: % Range (Total) Slump Maximum Water/Cementitious Material Ratio: DF 4500 at 28 days 4 - 8 +/- 2” of Form 1373 Slump w/cm on Form 1373 Add the following to subsection 601.02: Class DF concrete is a macro fiber-reinforced concrete. Additional requirements are: (1) The concrete mix shall include approved macro or hybrid polyolefin fibers at a minimum dosage of 4 lb/cy or the minimum dosage specified on the Department’s Approved Product List (APL), whichever is greater. (2) The unrestrained shrinkage shall not exceed 0.050 percent at 28 days when tested by CP-L 4103. (3) The mix shall either have a permeability not exceeding 2,500 coulombs at an age of not more than 56 days when tested per ASTM C1202 or have a surface resistivity of at least 12 kΩ-cm at 28 days using AASHTO T358. (4) The mix may use an OG with a nominal maximum aggregate size of at least 3/4 inch. (5) The mix shall have a nominal maximum aggregate size of at least 3/4 inch if an OG is not used. (6) When used in slip forming, an edge slump less than 6 mm (0.25 in.) and less than 30 percent surface voids (ranking of 2 or less) is required. The box test is described in CP 63. (7) Shrinkage reducing admixtures may be incorporated into the mix. (8) An expansive cement additive may be added to an ASTM C150 Type I/II cement and fly ash to produce an ASTM C845 Type K cement. The proportion of the expansive cement additive will be determined by testing the cementitious material blend per ASTM C806. The blended material shall have an expansion of 0.04 to 0.10 percent at 7 days when tested per ASTM C806. When an expansive cement is used, the w/cm ratio shall be 0.45 to 0.55 and the expansion of the laboratory trial mix shall be 0.05 to 0.09 percent at 7 days when tested per ASTM C878. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 61 REVISION OF SECTION 601 CONCRETE MIX DESIGNS Revise Section 601 of the Standard Specifications for this project as follows: Revise Subsection 601.05, second paragraph as follows: (11) For air entrained concrete, report the SAM number according to AASHTO TP118 Characterization of the Air-Void System of Freshly Mixed Concrete by the Sequential Pressure Method (Super Air Meter). The SAM meter readings for each step shall be included. Perform a SAM leak test prior to the SAM testing. Results of the leak test shall be included in the SAM data. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements March 22, 2023 62 REVISION OF SECTION 601 STRUCTURAL CONCRETE Revise Section 601 of the Standard Specifications as follows: Revise Section 601.02 by deleting all references to Concrete Class G, as shown: 601.01 This work consists of furnishing and placing hydraulic cement concrete in accordance with these specifications and in conformity with the lines, grades and dimensions as shown on the plans or established. This work includes preparing concrete surfaces designated in the Contract and applying an approved colored Structural Concrete Coating to them. 601.02 Classification. The classes of concrete shown in Table 601-1 shall be used when specified in the Contract. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements March 22, 2023 63 -2- REVISION OF SECTION 601 STRUCTURAL CONCRETE Table 601-1 CONCRETE FIELD REQUIREMENTS Concrete Class Required Field Compressive Strength (psi) Air Content: % Range (Total) Slump2 Maximum Water/Cementitious Material Ratio: B 4500 at 28 days 5 - 8 +/- 2” of Form 1373 Slump w/cm on Form 1373 BZ 4000 at 28 days N/A1 6” – 9” w/cm on Form 1373 D 4500 at 28 days 5 – 8 +/- 2” of Form 1373 Slump w/cm on Form 1373 DT 4500 at 28 days 5 – 8 +/- 2” of Form 1373 Slump w/cm on Form 1373 PS (Girders) 8500 at 28 days N/A1 9” maximum 0.45 PS (Deck Panels) 6000 at 28 days N/A1 9” maximum 0.45 P 4500 at 28 days 4 – 8 +/- 2” of Form 1373 Slump w/cm on Form 1373 S35 5000 at 28 days 5 – 8 +/- 2” of Form 1373 Slump w/cm on Form 1373 S40 5800 at 28 days 5 – 8 +/- 2” of Form 1373 Slump w/cm on Form 1373 S50 7250 at 28 days 5 – 8 +/- 2” of Form 1373 Slump w/cm on Form 1373 Shotcrete 4500 at 28 days 7-103 N/A 0.45 1 5 - 8% when specified 2 Slump shall be a maximum of 9.0 inches for all classes of concrete. Concrete may have a slump above 9.0 inches when designed as Self Consolidating Concrete (SCC). The requirements for slump flow, blocking assessment, and segregation shall apply. 3 Prior to pumping for wet process. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements March 22, 2023 64 -3- REVISION OF SECTION 601 STRUCTURAL CONCRETE Class B concrete is an air entrained concrete for general use. Class D or P concrete may be substituted for Class B concrete. Additional requirements are: (4) The coarse aggregate shall have a nominal maximum size of 1½ inches or smaller. (5) Class B Concrete for Slope and Ditch Paving shall be macro-fiber reinforced. Class BZ concrete is concrete for drilled shafts. Additional requirements are: (1) Entrained air is not required unless specified in the Contract. When entrained air is specified in the Contract, the air content shall be 5 to 8 percent. (2) Slump shall be a minimum of 6 inches and a maximum of 9 inches. A minimum slump of 6 inches shall be maintained during the anticipated pour period. The use of retarders and hydration stabilizers are allowed to extend the slump life of the concrete. When the Contractor elects to use SCC, the slump requirement for Class BZ Concrete does not apply. (3) The coarse aggregate size shall be AASHTO M43 size #8 unless otherwise approved by the Engineer. (4) The mix shall either have a permeability not exceeding 2,500 coulombs at an age of not more than 56 days when tested in accordance with ASTM C1202, or have a surface resistivity of at least 12 kΩ-cm at 28 days using AASHTO T358. (5) The unrestrained shrinkage shall not exceed 0.050 percent at 28 days when tested by CP-L 4103. Class D concrete is a denser general use concrete. Additional requirements are: (1) The mix shall either have a permeability not exceeding 2,500 coulombs at an age of not more than 56 days when tested in accordance with ASTM C1202, or have a surface resistivity of at least 12 kΩ-cm at 28 days using AASHTO T358. (2) The unrestrained shrinkage shall not exceed 0.050 percent at 28 days when tested by CP-L 4103. (3) The mix may use an optimized gradation (OG) with a nominal maximum aggregate size of at least ¾ inch. (4) The mix shall have a nominal maximum aggregate size of at least ¾ inch if an OG is not used. (5) When used in slip forming, an edge slump less than 6 mm (0.25 in.) and less than 30 percent surface voids (ranking of 2 or less) is required. The box test is described in CP 63. (6) Class D Concrete for sidewalks on bridge decks and bridge rail shall be macro-fiber reinforced. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements March 22, 2023 65 -4- REVISION OF SECTION 601 STRUCTURAL CONCRETE Class DT concrete is used for bridge deck resurfacing. Additional requirements are: (1) The concrete mix shall consist of a minimum 50 percent AASHTO M 43 size No. 7 or No. 8 coarse aggregate by weight of total aggregate. (2) The mix shall either have a permeability not exceeding 2,500 coulombs at an age of not more than 56 days when tested in accordance with ASTM C1202, or have a surface resistivity of at least 12 kΩ-cm at 28 days using AASHTO T358. (3) The unrestrained shrinkage shall not exceed 0.050 percent at 28 days when tested by CP-L 4103. Class P concrete is used in pavements. Additional requirements are: (1) The Required Field Flexural Strength shall be 650 psi. (2) The concrete mix shall consist of a minimum 55 percent AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 357, or No. 467 coarse aggregate by weight of total aggregate. (3) The mix may use an OG with a nominal maximum aggregate size of at least ¾ inch. (4) ASTM C150 Type III and ASTM C1157 Type HE cements may be used for early opening. (5) The mix shall either have a permeability not exceeding 2,500 coulombs at an age of not more than 56 days when tested in accordance with ASTM C1202, or have a surface resistivity of at least 12 kΩ-cm at 28 days using AASHTO T358. (6) The unrestrained shrinkage shall not exceed 0.050 percent at 28 days when tested by CP-L 4103. (7) When concrete is to be placed using a paver, an edge slump less than 6 mm (0.25 in.) and less than 30 percent surface voids (ranking of 2 or less) is required. The box test is described in CP 63. (8) A minimum of 20 percent Class F fly ash or 30 percent Slag cement by weight shall be used to replace any ASTM C150 cement, any ASTM C1157 cement, or ASTM C595 Type IL cement. ASTM C595 Type IT(MS), IT(HS), IP(MS) or IP(HS) cements may be used without cement substitutions. Class C fly ash may be used if the calcium oxychloride is determined to be less than 15 g CaOXY/100 g cementitious paste as determined in accordance with AASHTO T 365 for Class 0 Sulfate Exposure. Class PS Class PS concrete is used for prestressed concrete members. Requirements for Class PS concrete are specified in subsection 618.11. ASTM C150 Type III and ASTM C1157 Type HE cements may be used. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements March 22, 2023 66 -5- REVISION OF SECTION 601 STRUCTURAL CONCRETE Class S35, S40, and S50 concretes are dense high strength concretes. Additional requirements are: (1) The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 7 or No. 8 course aggregate. (2) When placed in a bridge deck, the mix shall have a nominal maximum aggregate size of at least 3/4 inch. (3) The mixes may use an OG with a nominal maximum aggregate size of at least 3/4 inch. (4) For S35 and S40 concretes, the unrestrained shrinkage shall not exceed 0.050 percent at 28 days when tested by CP-L 4103. (5) For S50 concretes, the unrestrained shrinkage shall not exceed 0.040 percent at 28 days when tested by CP-L 4103. (6) For S35 and S40 concretes, the mix shall either have a permeability not exceeding 2,000 coulombs at an age of not more than 56 days when tested in accordance with ASTM C1202, or have a surface resistivity of at least 14 kΩ-cm at 28 days using AASHTO T358. (7) For S50 concrete, the mix shall either have a permeability not exceeding 1,500 coulombs at an age of not more than 56 days when tested in accordance with ASTM C1202, or have a surface resistivity of at least 18 kΩ-cm at 28 days using AASHTO T358. Class Shotcrete concrete is used for shotcrete applications. Additional requirements are: (1) The required air content prior to the pump for wet process applications shall be 7–10 percent. (2) Additional requirements are listed in subsection 641.02. The Contractor may design Class B, Class BZ, Class D, Class PS, Class S35, Class S40, and Class S50 concrete to be Self Consolidating Concrete (SCC) with the following requirements: (1) SCC shall have a slump flow of 20 to 26 inches when tested in accordance with ASTM C1611 using an inverted slump cone. (2) SCC shall have a maximum blocking assessment of 2.0 inches when tested in accordance with ASTM C1621. (3) SCC shall have a maximum static segregation of 10 percent when tested in accordance with ASTM C1610. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements December 9, 2022 67 REVISION OF SECTION 601 SULFATE MITIGATION Revise Section 601 of the Standard Specifications as follows: Revise Section 601.04, delete the Class 2 and Class 3 requirements and replace them as follows: Class 2 requires that the concrete have a maximum Water/Cementitious Material Ratio of 0.45 and one of the following: (1) ASTM C150 Type V with a minimum of a 20 percent substitution of Class F fly ash or slag cement by weight (2) ASTM C150 Type II or III or ASTM C595 Type IL with a minimum of a 20 percent substitution of Class F fly ash, High-Reactivity Pozzolan, or slag cement by weight. The Type II,III, or IL cement shall have no more than 0.040 percent expansion at 14 days when tested according to ASTM C452. (3) A blend of portland cement meeting ASTM C150 Type II or III with a minimum of 20 percent Class F fly ash, High- Reactivity Pozzolan, or slag cement by weight, where the blend has less than 0.05 percent expansion at 6 months or 0.10 percent expansion at 12 months when tested according to ASTM C1012 (4) ASTM C595 Type IP(HS), IL(HS), or IT(HS). Class F fly ash, slag cement, or High-Reactivity Pozzolan may be substituted for Type IL(HS) cement. (5) ASTM C595 Type IL(MS) or IT(MS) plus Class F fly ash, slag cement, or High-Reactivity Pozzolan where the blend has less than 0.05 percent expansion at 6 months or 0.10 percent expansion at 12 months when tested according to ASTM C1012 Class 3 requires that the concrete have a maximum Water/Cementitious Material Ratio of 0.40 and one of the following: (1) A blend of portland cement meeting ASTM C150 Type II, III, or V or ASTM C595 Type IL(MS) with a minimum of a 20 percent substitution of Class F fly ash, High-Reactivity Pozzolan, or slag cement by weight, where the blend has less than 0.10 percent expansion at 18 months when tested according to ASTM C1012 (2) ASTM C595 IT(MS) plus High-Reactivity Pozzolan where the blend has less than 0.10 percent expansion at 18 months when tested according to ASTM C1012 (3) ASTM C595 Type IP(HS), IL(HS), or IT(HS) having less than 0.10 percent expansion at 18 months when tested according to ASTM C1012. Class F fly ash, slag cement, or High-Reactivity Pozzolan may be substituted for Type IL(HS) cement. (4) ASTM C150 Type I, II, III, or V or ASTM C595 Type IL(MS) plus a minimum of 20 percent Class F fly ash when the R factor of the fly ash is less than 0.75. R factor is determined using the following from the chemical composition of the fly ash: DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements October 1, 2022 68 630.11 (5, iv) Traffic Control Supervisor’s name 630.11 (8) Overseeing all requirements covered by the Contract that contribute to the convenience, safety and orderly movement of traffic. Have an up-to-date copy of the MUTCD and applicable standards and specifications available at all times on the project. REVISION OF SECTION 630 TRAFFIC CONTROL MANAGEMENT Revise Section 630 of the Standard Specifications as follows: Add the following to Subsection 630.11: The traffic control diary requires a signature of the Traffic Control Supervisor. Traffic Control Supervisors are required to always have in-use Methods of Handling Traffic available on a project. 630.11 (5, iv) Traffic Control Supervisor’s name and signature 630.11 (8) Overseeing all requirements covered by the Contract that contribute to the convenience, safety and orderly movement of traffic. Have an up-to-date copy of the MUTCD, in-use MHTs, and applicable standards and specifications available at all times on the project. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CTL|Thompson, Inc. Denver, Fort Collins, Colorado Springs, Glenwood Springs, Pueblo, Summit County – Colorado Cheyenne, Wyoming and Bozeman, Montana Mail Creek Trail Improvements Between Timberline Road and Zephyr Road Fort Collins, Colorado Prepared for: CITY OF FORT COLLINS 215 North Mason Street 3rd Floor Fort Collins, Colorado 80522 Attention: Greg Oakes Project No. FC10837.000-125 July 24, 2023 GEOTECHNICAL INVESTIGATION DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Table of Contents Scope 1 Summary Of Conclusions 1 Site Conditions and Proposed Construction 2 Investigation 3 Subsurface Conditions 3 Groundwater 4 Geologic Hazards 4 Expansive Soils 4 Seismicity 4 Site Development 5 Fill Placement 5 Excavations 6 Foundations 7 Footings 7 Abutments 8 Lateral Earth Pressures 8 Trail Alignment 9 Subgrade and Pavement Materials and Construction 9 Pavement Maintenance 10 Over-Excavation 10 Water-Soluble Sulfates 11 Construction Observations 12 Geotechnical Risk 13 Limitations 13 FIGURE 1 – LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 – SUMMARY LOGS OF EXPLORATORY BORINGS APPENDIX A – LABORATORY TEST RESULTS APPENDIX B – SAMPLE SITE GRADING SPECIFICATIONS APPENDIX C – PAVEMENT CONSTRUCTION RECOMMENDATONS APPENDIX D – PAVEMENT MAINTENANCE PROGRAM DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 1 Scope This report presents the results of our Geotechnical Investigation for the proposed improvements to the Mail Creek Trail in Fort Collins, Colorado. The purpose of the investigation was to evaluate the subsurface conditions and provide geotechnical design and construction criteria for the project. The scope was described in a Service Agreement (No. FC-23-0178) dated May 2, 2023. Evaluation of the property for the presence of potentially hazardous materials was not included in our work scope. The report was prepared from data developed during field exploration, field and laboratory testing, engineering analysis, and our experience. The report includes a description of subsurface conditions found in our exploratory borings and discussions of site development as influenced by geotechnical considerations. Our opinions and recommendations regarding design criteria and construction details for site development and foundations are provided. The report was prepared for the exclusive use of the City of Fort Collins and your team in design and construction of the proposed improvements. If the proposed construction differs from descriptions herein, we should be requested to review our recommendations. Our conclusions are summarized in the following paragraphs. Summary Of Conclusions 1. Strata encountered in our borings generally consisted of sandy clay and clayey sand. Weathered sandstone bedrock was encountered in boring TH-3 at approximately 22 feet extending to the maximum depth explored. 2. Groundwater was encountered during drilling at 12 to 13½ feet in two borings. When measured several days later, groundwater was at depths of 9½ to 11½ feet in the same borings. Existing groundwater levels are not expected to affect construction as proposed. 3. The presence of expansive soils constitutes a geologic hazard. There is risk that foundations and pavements will experience heave or settlement and be damaged. We believe that risk is low to moderate. We believe the recommendations presented in this report will help to control risk of damage; they will not eliminate that risk. In some instances, foundations may be damaged. 4. We understand that footing foundations are desired for the proposed pedestrian bridge. Footing foundations are acceptable for the proposed structures provided they are placed on at least 3 feet of over-excavated, moisture treated and properly compacted fill (over-excavation). Design and construction criteria for footing foundations are presented in the report. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 2 5. Samples of the subgrade soils generally classified as A-6 by AASHTO methods. We recommend a minimum section of 5 inches of Portland cement concrete (PCC). Expansive soils were encountered in the upper few feet of our borings. The subgrade will likely provide poor support for the new trail without mitigation. We recommend placing the trail on at least 12 inches of moisture treated and properly compacted fill. 6. Surface drainage should be designed, constructed, and maintained to provide rapid removal of surface runoff away from the proposed trail and foundations. Site Conditions and Proposed Construction The trail alignment is located between Timberline Road and Zephyr Road, along the Mail Creek Ditch, in southeast Fort Collins, Colorado (Figure 1). Bacon Elementary School is to the southwest and the Mail Creek Crossing Subdivision is located to the northeast. The site is relatively flat with groundcover consisting of natural grasses, trees, and weeds. There were fill piles and construction activity to the west of the site. The Mail Creek Ditch was running at the time of our investigation. Image 1: Google Earth Aerial Image 11/8/2019 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 3 The proposed section of trail alignment will run between Timberline Road and Zephyr Road. It will be comprised of Portland cement concrete. The proposed pedestrian bridge will span the Mail Creek Ditch near borings TH-3 and TH-4 and connect to the trails, and the north and south side of the ditch. Plans for the bridge were unavailable prior to completion of this report but is our understanding, based on conversation with the client, that the abutments are to be placed on footing foundations. Investigation The field investigation included drilling and sampling four exploratory borings at the approximate locations presented on Figure 1. The borings were drilled to depths of approximately 10 to 30 feet using 4-inch diameter continuous-flight augers, and a truck-mounted drill rig. Drilling was observed by our field representative who logged the soils and bedrock and obtained samples for laboratory tests. Summary logs of the exploratory borings, including results of field penetration resistance tests and a portion of laboratory test data, are presented in on Figure 2. Samples obtained during drilling were returned to our laboratory and visually examined by our geotechnical engineer. Laboratory testing was assigned and included moisture content, dry density, swell-consolidation, particle-size analysis, unconfined compressive strength, Atterberg limits, and water-soluble sulfate concentration. Swell-consolidation test samples were wetted at a confining pressure which approximated the pressure exerted by the overburden soils (overburden pressures). Results of the laboratory tests are presented in Appendix A and summarized in Table A-I. Subsurface Conditions Strata encountered in our borings generally consisted of sandy clay and clayey sand. Weathered sandstone bedrock was encountered in boring TH-3 at approximately 22 feet extending to the maximum depth explored. Samples of the sandy clay tested for swell- consolidation exhibited nil to 7.0 percent swell. Particle size analysis indicated fines contents of 31 to 80 percent for the sandy clay and clayey sand. One sample of clay at a depth of 24 feet exhibited 3,100 pounds per square foot of unconfined compressive strength. Atterberg limit tests of the soils within the trail alignment indicated liquid limits of 38 and 40, and plastic indices of 21 and 23. Further descriptions of the subsurface conditions are presented on our boring logs and in our laboratory test results. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 4 Groundwater Groundwater was encountered during drilling at 12 to 13½ feet in two borings. When measured several days later, groundwater was at depths of 9½ to 11½ feet in the same borings. Groundwater levels will fluctuate seasonally and will be affected by the water level in the Mail Creek Ditch. Groundwater is not expected to affect construction of the trail or the pedestrian bridge as proposed. Geologic Hazards Our investigation addressed potential geologic hazards, including expansive soils and seismicity that should be considered during planning and construction. None of these hazards considered will preclude proposed construction. The following sections discuss each of these geologic hazards and associated development concerns. Expansive Soils Expansive soils are present at the site which constitutes a geologic hazard. There is a risk that ground heave will damage slabs-on-grade and foundations. The risks associated with swelling soils can be mitigated, but not eliminated, by careful design, construction, and maintenance procedures. We believe the recommendations in this report will help control risk of foundations; they will not eliminate that risk. Seismicity According to the USGS, Colorado’s Front Range and eastern plains are considered low seismic hazard zones. The earthquake hazard exhibits higher risk in western Colorado compared to other parts of the state. The Colorado Front Range area has experienced earthquakes within the past 100 years, shown to be related to deep drilling, liquid injection, and oil/gas extraction. Naturally occurring earthquakes along faults due to tectonic shifts are rare in this area. The soil and bedrock at this site are not expected to respond unusually to seismic activity. The 2021 International Building Code (Section 16.13.2.2) defers the estimation of Seismic Site Classification to ASCE7-22, a structural engineering publication. The table below summarizes ASCE7-22 Site Classification Criteria. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 5 ASCE7-22 SITE CLASSIFICATION CRITERIA Seismic Site Class 𝑣̅𝑠, Calculated Using Measured or Estimated Shear Wave Velocity Profile (ft/s) A. Hard Rock >5,000 B. Medium Hard Rock >3,000 to 5,000 BC. Soft Rock >2,100 to 3,000 C. Very Dense Sand or Hard Clay >1,450 to 2,100 CD. Dense Sand or Very Stiff Clay >1,000 to 1,450 D. Medium Dense Sand or Stiff Clay >700 to 1,000 DE. Loose Sand or Medium Stiff Clay >500 to 700 E. Very Loose Sand or Soft Clay ≥500 F. Soils requiring Site Response Analysis See Section 20.2.1 Based on the results of our investigation, the reduced, empirically estimated average shear wave velocity values for the upper 100 feet range between 670 and 707 feet per second with an average value of 689 feet per second. We judge a Seismic Site Classification of DE. USGS indicates the following acceleration values for a Site Class D and Risk Categories of I/II/III/IV based on the requirements of the ASCE7-16: SS = 0.185 g SMS = 0.295 g SDS = 0.197 g S1 = 0.055 g SM1 = 0.132 g SD1 = 0.088 g Refraction microtremor (ReMi) testing may indicate lower design acceleration values. The structural engineer should provide comments regarding the potential cost savings between the use of Site Class C and D for these structures. The subsurface conditions generally indicate low susceptibility to liquefaction from a materials and groundwater perspective. Site Development Fill Placement The existing onsite soils are generally suitable for re-use as new fill from a geotechnical standpoint, provided debris or deleterious organic materials are removed. In general, import fill should meet or exceed the engineering qualities of the onsite soils. In addition, particles larger than 3 inches should be broken down or removed. If import material is used, it should be tested and evaluated for approval by CTL|Thompson. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 6 Prior to fill placement, debris, organics/vegetation, and deleterious materials should be substantially removed from areas to receive fill. The surface should be scarified to a depth of at least 8 inches, moisture conditioned and compacted to the criteria below. Subsequent fill should be placed in thin (8 inches or less) loose lifts, moisture conditioned, and compacted. Fill should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). Fill depths greater than 15 feet should be evaluated by CTL|T to recommend appropriate compaction specifications. Sand soils used as fill should be moistened to within 2 percent of optimum moisture content. Clay soils should be moistened between optimum and 3 percent above optimum moisture content. The fill should be moisture-conditioned, placed in thin, loose lifts (8 inches or less) and compacted as described above. We should observe placement and compaction of fill during construction. Fill placement and compaction should not be conducted when fill material is frozen. Soft soils were found in our borings. If stabilization is necessary, it can likely be achieved by crowding 1½ to 3-inch nominal size crushed rock into the subsoils until the base of the excavation does not deform by more than about 1-inch when compactive effort is applied. CTL|Thompson should observe placement and compaction of fill during construction. Site grading in areas of landscaping where no future improvements are planned can be placed at a dry density of at least 90 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). Example site grading specifications are presented in Appendix B. Excavations We believe the soil and bedrock penetrated in our exploratory borings can generally be excavated with conventional, heavy-duty excavation equipment. Excavations should be sloped or shored to meet local, State, and Federal safety regulations. Excavation slopes specified by OSHA are dependent upon types of soil and groundwater conditions encountered. The contractor’s “competent person” is responsible to identify the soils and/or rock encountered in excavations and refer to OSHA standards to determine appropriate slopes and safety measures. Based on our investigation and OSHA standards, we believe the soils classify as Type B soils. Type B soils require a maximum slope inclination of 1:1 in dry conditions. Stockpiles of soils, rock, equipment, or other items should not be placed within a horizontal distance equal to one- half the excavation depth, from the edge of excavation. Excavations deeper than 20 feet should be braced, or a professional engineer should design the slopes. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 7 Foundations We understand that footing foundations are desired for the pedestrian bridge abutments. Our investigation indicates low to moderately expansive soil is present at anticipated foundation depths. Footing foundations are acceptable for this site as long as they are placed on a 3-foot mat of over-excavated, moisture treated and re-compacted soil (over-excavation). Design and construction criteria for foundations are presented below. The criteria presented below were developed from analysis of field and laboratory data and our experience. Footings 1. Footings should be constructed on properly compacted fill (see Over-excavation). Any soft, loose, or poorly compacted fill is present in footing excavations or are the result of the excavation/forming process, should be removed and recompacted or stabilized. 2. If you are willing to accept risk of potential movements, spread footing foundations can be used if constructed on an over-excavation. The over-excavation should extend at least 3 feet below the foundation subgrade and at least 3 feet beyond the perimeter of the footprint of the structure. The fill should be placed as described in Over-excavation. 3. Soft/loose soils were encountered in our borings. If soft soils are encountered, stabilization can likely be achieved by crowding 1½ to 3-inch nominal size crushed rock into the subsoils until the base of the excavation does not deform by more than about 1-inch when compactive effort is applied. 4. Footings should be designed for a net allowable soil pressure of 3,000 psf. The soil pressure can be increased 33 percent for transient loads such as wind or seismic loads. 5. We anticipate footings designed using the soil pressure recommended above could experience 1-inch of movement. Differential movement of ½- inch should be considered in the design. 6. Footings should have a minimum width of at least 12 inches. Larger sizes may be required depending on loads and the structural system used. 7. The soils beneath footing can be assigned an ultimate coefficient of friction of 0.5 to resist lateral loads. The ability abutment backfill to resist lateral loads can be calculated using a passive equivalent fluid pressure of 300 pcf. This assumes the backfill is densely compacted and will not be removed. Backfill should be placed and compacted to the criteria in Fill Placement. 8. Exterior footings should be protected from frost action. We believe 30 inches of frost cover is appropriate for this site. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 8 9. Foundation walls and grade beams should be well reinforced both top and bottom. We recommend reinforcement sufficient to simply span 10 feet. The reinforcement should be designed by a structural engineer. 10. The completed foundation excavations should be observed by a representative of our firm to confirm subsurface conditions are as anticipated. Our representative should observe and test moisture and compaction of the fill and backfill. 11. Excessive wetting of foundation soils during and after construction can cause heave, or softening and consolidation, of foundation soils and result in footing movements. Proper surface drainage around the buildings is critical to control wetting. Abutments Abutment foundations will not be restrained and could rotate enough to apply load to the bridge; lateral earth pressure may need to be considered. Maintenance vehicle surcharges above the abutments will add to the lateral earth pressures and should be calculated by the structural engineer. Appropriate LRFD load factors should be applied to the lateral earth pressures. Thermal movement (expansion and contraction) of the bridge girders can deflect abutments and result in lateral earth pressures on the abutments that can engage the passive resistance. Thermal movement and the resulting pressures on abutments should be considered in the design. Ideally, the structural engineer should detail the girder-abutment connection to absorb this movement so that additional pressure will not be placed the abutment walls. Passive resistance can be used to evaluate backfill resistance to girder expansion. Lateral Earth Pressures The lateral loads acting on the bridge abutments are dependent on the height and type of foundation, backfill configuration, and backfill type. The following table provides the necessary equivalent fluid pressure values for the backfill soils anticipated at this site. The pressures given do not include allowances for surcharge loads such as sloping backfill, vehicle traffic, or excessive hydrostatic pressure. These values also do not include a factor of safety. Normally, a factor of safety of 1.5 is used for sliding and 1.6 for lateral earth pressure. For design purposes, compacted fill can be considered at 110 pcf. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 9 Loading Condition Equivalent Hydrostatic Fluid Pressure Lateral Earth Pressure Coefficient Active (A) pcf 35 0.31 At-Rest (o) pcf 60 0.47 Passive (p) pcf 300 3.3 Horizontal Friction Coefficient 0.50 Trail Alignment The performance of pavement is dependent upon the characteristics of the subgrade soil, loading and frequency, climatic conditions, drainage and pavement materials. We drilled two exploratory borings in the area of the trail alignment and conducted laboratory tests to characterize the subgrade soils. Samples of the subgrade soils found in our borings were sandy clay, classifying as A-6 by AASHTO methods. We understand that rigid pavement is preferred for the trail. We recommend a minimum section of 5 inches of Portland cement concrete (PCC) for the trail in anticipation of predominantly pedestrian traffic with occasion maintenance vehicles. If the frequent use of vehicular traffic is expected a minimum thickness of 6 inches of PCC should be used. The subgrade soil is expansive and will likely provide poor support for the new trail without mitigation. We recommend removal, moisture treatment, and recompaction of at least 12 inches of the subgrade soil below the trail. If fill is needed, we expect it will be soils with similar or better characteristics. Subgrade and Pavement Materials and Construction The design of a pavement system is as much a function of the quality of the paving materials and construction as the support characteristics of the subgrade. The construction materials are assumed to possess sufficient quality as reflected by the strength factors used in our design calculations. Moisture treatment criteria and additional criteria for materials and construction requirements are presented in Appendix C of this report. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 10 Pavement Maintenance Routine maintenance, such as sealing and repair of cracks, is necessary to achieve the long-term life of a pavement system. We recommend a preventive maintenance program be developed and followed for all pavement systems to assure the design life can be realized. Choosing to defer maintenance usually results in accelerated deterioration leading to higher future maintenance costs, and/or repair. A recommended maintenance program is outlined in Appendix D. Over-Excavation Relatively higher swelling clay materials are present in the upper few feet throughout the site. Potential ground heave could be as much as 2 inches with typical post-construction wetting. We recommend over-excavating to a uniform depth of at least 3 feet below pedestrian bridge foundations to reduce potential heave to acceptable levels and provide more uniform support conditions. For the trail alignment we recommend over-excavation of at least 12 inches of the subgrade below the pavement. Deeper over-excavation on the order of 18 to 24 inches below pavements can be considered for better performance. The existing soils are suitable for re-use as new fill from a geotechnical standpoint, provided it is moisture conditioned and compacted. Over-excavation should extend at least 3 feet outside the lateral extent of foundations. Provided that the over-excavation fill is low swelling, we estimate potential movements of about 1-inch or less are probable provided excessive wetting does not occur. Differential movements should also be substantially reduced, as the fill is expected to act as a buffer or cushion, and distribute heave more evenly, should it occur. For the over-excavation procedure to be performed properly, close control of fill placement to specifications is required. Over-excavation fill should be placed to the criteria presented in Fill Placement. Our field representative should observe and test compaction of fill during placement. Over-excavation has been used along the Colorado Front Range area with satisfactory performance for the large majority of the sites where this ground modification method has been completed. We have seen isolated instances where settlement of over-excavation fill has led to damage to structures supported on shallow foundations. In most cases, the settlement was caused by wetting associated with poor surface drainage and/or poorly compacted fill placed at DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 11 the horizontal limits of the over-excavation. Special precautions should be taken for compaction of fill at corners, access ramps, and edges of the over-excavation due to equipment access constraints. The contractor should have the appropriate equipment to reach and compact these areas. The excavation contractor should be chosen based on experience with over-excavation and processing high moisture content clay fills and have the necessary mixing and compaction equipment. The contractor should provide a construction disc to break down fill materials. The operation will be relatively slow. Soil clods should be broken down to about 3 inches or less. The excavation slopes should meet OSHA, state, and local safety standards. Water-Soluble Sulfates Concrete in contact with soil can be subject to sulfate attack. We measured water-soluble sulfate concentrations in three samples, and all were below measurable. The sulfate exposure class is Not Applicable or S0. Deviations from the exposure class may occur as a result of additional sampling and testing. SULFATE EXPOSURE CLASSES PER ACI 318-19 Exposure Classes Water-Soluble Sulfate (SO4) in Soil A (%) Not Applicable S0 < 0.10 Moderate S1 0.10 to 0.20 Severe S2 0.20 to 2.00 Very Severe S3 > 2.00 A) Percent sulfate by mass in soil determined by ASTM C1580 For this level of sulfate concentration, ACI 318-19 Code Requirements indicates there are no cement type requirements for sulfate resistance as indicated in the table below. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 12 CONCRETE DESIGN REQUIREMENTS FOR SULFATE EXPOSURE PER ACI 318-19 Exposure Class Maximum Water/ Cement Ratio Minimum Compressive Strength (psi) Cementitious Material Types A Calcium Chloride Admixtures ASTM C150/ C150M ASTM C595/ C595M ASTM C1157/ C1157M S0 N/A 2500 No Type Restrictions No Type Restrictions No Type Restrictions No Restrictions S1 0.50 4000 IIB Type with (MS) Designation MS No Restrictions S2 0.45 4500 V B Type with (HS) Designation HS Not Permitted S3 Option 1 0.45 4500 V + Pozzolan or Slag Cement C Type with (HS) Designation plus Pozzolan or Slag Cement C HS + Pozzolan or Slag Cement C Not Permitted S3 Option 2 0.4 5000 V D Type with (HS) Designation HS Not Permitted A) Alternate combinations of cementitious materials shall be permitted when tested for sulfate resistance meeting the criteria in section 26.4.2.2(c). B) Other available types of cement such as Type III or Type I are permitted in Exposure Classes S1 or S2 if the C3A contents are less than 8 or 5 percent, respectively. C) The amount of the specific source of pozzolan or slag to be used shall not be less than the amount that has been determined by service record to improve sulfate resistance when used in concrete containing Type V cement. Alternatively, the amount of the specific source of the pozzolan or slab to be used shall not be less than the amount tested in accordance with ASTM C1012 and meeting the criteria in section 26.4.2.2(c) of ACI 318. D) If Type V cement is used as the sole cementitious material, the optional sulfate resistance requirement of 0.040 percent maximum expansion in ASTM C150 shall be specified. Superficial damage may occur to the exposed surfaces of highly permeable concrete, even though sulfate levels are relatively low. To control this risk and to resist freeze-thaw deterioration, the water-to-cementitious materials ratio should not exceed 0.50 for concrete in contact with soils that are likely to stay moist due to surface drainage or high-water tables. Concrete should have a total air content of 6 percent ± 1.5 percent. We advocate damp-proofing of all foundation walls and grade beams in contact with the subsoils. Construction Observations This project will involve many activities that should be monitored during the construction phase by a geotechnical engineering firm. To provide continuity between design and construction, CTL|Thompson, Inc. should provide these services. Other observations are recommended to DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 13 review general conformance with design plans. If another firm is selected to provide these services, they must accept responsibility to evaluate whether conditions exposed during construction are consistent with findings in this report and whether design recommendations remain appropriate. When construction schedules and quantities are defined, we can develop an appropriate scope of services and budget for construction observation and materials testing. Geotechnical Risk The concept of risk is an important aspect with any geotechnical evaluation, primarily because the methods used to develop geotechnical recommendations do not comprise an exact science. We never have complete knowledge of subsurface conditions. Our analysis must be tempered with engineering judgment and experience. Therefore, the recommendations presented in any geotechnical evaluation should not be considered risk-free. Our recommendations represent our judgment of those measures that are necessary to increase the chances that the structures and improvements will perform satisfactorily. It is critical that all recommendations in this report are followed during construction. Owners or property managers must assume responsibility for maintaining the structures and use appropriate practices regarding drainage and landscaping. Improvements after construction, such as construction of additions, retaining walls, landscaping, and exterior flatwork, should be completed in accordance with recommendations provided in this report and may require additional soil investigation and consultation. Limitations This report has been prepared for the exclusive use of City of Fort Collins and the design team for the project, to provide geotechnical design and construction criteria for the proposed project. The information, conclusions, and recommendations presented herein are based upon consideration of many factors including, but not limited to, the type of construction proposed, the geologic setting, and the subsurface conditions encountered. The conclusions and recommendations contained in the report are not valid for use by others. Standards of practice evolve in the area of geotechnical engineering. The recommendations provided are appropriate for about three years. If the proposed construction is not constructed within about three years, we should be contacted to determine if we should update this report. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 14 Our borings were spaced to obtain a reasonably accurate picture of subsurface conditions at this site. The borings are representative of conditions encountered only at the location drilled. Subsurface variations not indicated by our borings are possible. We believe this investigation was conducted with that level of skill and care ordinarily used by geotechnical engineers practicing under similar conditions. No warranty, express or implied, is made. If we can be of further service in discussing the contents of this report, or in the analysis of the influence of subsurface conditions on design of the structures or any other aspect of the proposed construction, please call. CTLTHOMPSON, INC. Trace Krausse, EI R.B. “Chip” Leadbetter, III, PE Geotechnical Project Engineer Senior Engineer DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA TH-1 TH-4 TH-3 TH-2 Ti m b e r l i n e R o a d Zephyr Road Sp r u c e C r e e k D r i v e TI M B E R L I N E R D KECHTER RD TRILBY RD TI L D E N S T SITE ZEPHYR RD. LEGEND: INDICATES APPROXIMATE LOCATION OF EXPLORATORY BORING TH-1 CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTL I T PROJECT NO. FC10837.000-125 FIGURE 1 Locations of Exploratory Borings VICINITY MAP FORT COLLINS, COLORADO NOT TO SCALE 200'100' APPROXIMATE SCALE: 1" = 200' 0' DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 0 5 10 15 20 25 30 35 40 0 5 10 15 20 25 30 35 40 11/12 9/12 5/12 WC=8.6DD=103SW=2.4SS=<0.01 WC=15.9DD=106LL=40 PI=23-200=77 WC=8.6DD=103SW=2.4SS=<0.01 WC=15.9DD=106LL=40 PI=23-200=77 TH-1 18/12 8/12 4/12 WC=9.7LL=38 PI=21-200=76 WC=10.8-200=80SS=<0.01 WC=9.7LL=38 PI=21-200=76 WC=10.8-200=80SS=<0.01 TH-2 22/12 5/12 4/12 10/12 16/12 WC=9.3DD=120SW=7.0 WC=15.1DD=113-200=31 WC=18.2DD=114SW=0.0 WC=9.3DD=120SW=7.0 WC=15.1DD=113-200=31 WC=18.2DD=114SW=0.0 TH-3 6/12 5/12 7/12 8/12 15/12 13/12 WC=14.2DD=112SW=1.6SS=<0.01 WC=22.7DD=95-200=35 WC=19.0DD=111UC=3,100 WC=14.2DD=112SW=1.6SS=<0.01 WC=22.7DD=95-200=35 TH-4 DRIVE SAMPLE. THE SYMBOL 11/12 INDICATES 11 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5-INCH O.D. SAMPLER 12 INCHES. CLAY, SANDY, SLIGHTLY MOIST TO WET, MEDIUM STIFF TO VERY STIFF, BROWN, TAN, PINK (CL) 1. 3. LEGEND: WEATHERED SANDSTONE, CLAYEY, MOIST, FIRM, BROWN, GREY DE P T H - F E E T THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS IN THIS REPORT. NOTES: SAND, CLAYEY, MOIST, LOOSE, RED (SC) INDICATES MOISTURE CONTENT (%). INDICATES DRY DENSITY (PCF). INDICATES SWELL WHEN WETTED UNDER OVERBURDEN PRESSURE (%). INDICATES PASSING NO. 200 SIEVE (%). INDICATES LIQUID LIMIT. INDICATES PLASTICITY INDEX. INDICATES UNCONFINED COMPRESSIVE STRENGTH (PSF). INDICATES SOLUBLE SULFATE CONTENT (%). 2. DE P T H - F E E T WATER LEVEL MEASURED AT TIME OF DRILLING. Summary Logs of Exploratory Borings THE BORINGS WERE DRILLED ON JUNE 9TH, 2023 USING 4-INCH DIAMETER CONTINUOUS-FLIGHT AUGERS AND A TRUCK-MOUNTED DRILL RIG. FIGURE 2 WC DD SW -200 LL PI UC SS - - - - - - - - CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTL | T PROJECT NO. FC10837.000-125 WATER LEVEL MEASURED ON JUNE 23, 2023. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA APPENDIX A LABORATORY TEST RESULTS DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Sample of CLAY, SANDY (CL) DRY UNIT WEIGHT=103 PCF From TH - 1 AT 2 FEET MOISTURE CONTENT=8.6 % CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTL | T PROJECT NO. FC10837.000-125 APPLIED PRESSURE -KSF CO M P R E S S I O N % E X P A N S I O N Swell Consolidation Test Results FIGURE A-1 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 1.0 10 100 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Sample of CLAY, SANDY (CL) DRY UNIT WEIGHT=120 PCF From TH - 3 AT 2 FEET MOISTURE CONTENT=9.3 % CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTL | T PROJECT NO. FC10837.000-125 APPLIED PRESSURE -KSF CO M P R E S S I O N % E X P A N S I O N Swell Consolidation Test Results FIGURE A-2 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 1.0 10 100 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Sample of CLAY, SANDY (CL) DRY UNIT WEIGHT=114 PCF From TH - 3 AT 19 FEET MOISTURE CONTENT=18.2 % Sample of CLAY, SANDY (CL) DRY UNIT WEIGHT=112 PCF From TH - 4 AT 4 FEET MOISTURE CONTENT=14.2 % CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTL | T PROJECT NO. FC10837.000-125 APPLIED PRESSURE -KSF CO M P R E S S I O N % E X P A N S I O N Swell Consolidation FIGURE A-3 CO M P R E S S I O N % E X P A N S I O N -4 -3 -2 -1 0 1 2 3 0.1 10 1001.0 0.1 1.0 10 100APPLIED PRESSURE -KSF -4 -3 -2 -1 0 1 2 3 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA UNCONFINED PASSING WATER- MOISTURE DRY LIQUID PLASTICITY APPLIED COMPRESSIVE NO. 200 SOLUBLE DEPTH CONTENT DENSITY LIMIT INDEX SWELL*PRESSURE STRENGTH SIEVE SULFATES BORING (FEET)(%)(PCF)(%)(PSF)(PSF)(%)(%)DESCRIPTION TH-1 2 8.6 103 2.4 500 <0.01 CLAY, SANDY (CL) TH-1 4 15.9 106 40 23 77 CLAY, SANDY (CL) TH-2 2 9.7 38 21 76 CLAY, SANDY (CL) TH-2 4 10.8 80 <0.01 CLAY, SANDY (CL) TH-3 2 9.3 120 7.0 500 CLAY, SANDY (CL) TH-3 14 15.1 113 31 SAND, CLAYEY (SC) TH-3 19 18.2 114 0.0 2,400 CLAY, SANDY (CL) TH-4 4 14.2 112 1.6 500 <0.01 CLAY, SANDY (CL) TH-4 9 22.7 95 35 SAND, CLAYEY (SC) TH-4 24 19.0 111 3,100 CLAY, SANDY (CL) SWELL TEST RESULTS* TABLE A-I SUMMARY OF LABORATORY TESTING ATTERBERG LIMITS Page 1 of 1 * NEGATIVE VALUE INDICATES COMPRESSION. CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTL|T PROJECT NO. FC10837.000-125 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA APPENDIX B SAMPLE SITE GRADING SPECIFICATIONS DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 B-1 SAMPLE SITE GRADING SPECIFICATIONS 1. DESCRIPTION This item shall consist of the excavation, transportation, placement, and compaction of materials from locations indicated on the plans, or staked by the Engineer, as necessary to achieve building site elevations. 2. GENERAL The Geotechnical Engineer shall be the Owner's representative. The Geotechnical Engineer shall approve fill materials, method of placement, moisture contents and percent compaction, and shall give written approval of the completed fill. 3. CLEARING JOB SITE The Contractor shall remove all trees, brush and rubbish before excavation or fill placement is begun. The Contractor shall dispose of the cleared material to provide the Owner with a clean, neat appearing job site. Cleared material shall not be placed in areas to receive fill or where the material will support structures of any kind. 4. SCARIFYING AREA TO BE FILLED All topsoil and vegetable matter shall be removed from the ground surface upon which fill is to be placed. The surface shall then be plowed or scarified to a depth of 8 inches until the surface is free from ruts, hummocks, or other uneven features, which would prevent uniform compaction by the equipment to be used. 5. COMPACTING AREA TO BE FILLED After the foundation for the fill has been cleared and scarified, it shall be disked or bladed until it is free from large clods, brought to the proper moisture content and compacted to not less than 95 percent of maximum dry density as determined in accordance with ASTM D 698 or AASHTO T 99. 6. FILL MATERIALS On-site materials classifying as CL, SC, SM, SW, SP, GP, GC, and GM are acceptable. Fill soils shall be free from organic matter, debris, or other deleterious substances, and shall not contain rocks or lumps having a diameter greater than three (3) inches. Fill materials shall be obtained from the existing fill and other approved sources. 7. MOISTURE CONTENT Fill materials shall be moisture treated. Clay soils placed below the building envelope should be moisture-treated to between optimum and 3 percent above optimum moisture content as determined from Standard Proctor compaction tests. Clay soil placed exterior to the building should be moisture treated between optimum and 3 percent above optimum moisture content. Sand soils can be moistened to within 2 percent of optimum moisture content. Sufficient laboratory compaction tests shall be performed to determine the optimum moisture content for the various soils encountered in borrow areas. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 B-2 The Contractor may be required to add moisture to the excavation materials in the borrow area if, in the opinion of the Geotechnical Engineer, it is not possible to obtain uniform moisture content by adding water on the fill surface. The Contractor may be required to rake or disk the fill soils to provide uniform moisture content through the soils. The application of water to embankment materials shall be made with any type of watering equipment approved by the Geotechnical Engineer, which will give the desired results. Water jets from the spreader shall not be directed at the embankment with such force that fill materials are washed out. Should too much water be added to any part of the fill, such that the material is too wet to permit the desired compaction from being obtained, rolling and all work on that section of the fill shall be delayed until the material has been allowed to dry to the required moisture content. The Contractor will be permitted to rework wet material in an approved manner to hasten its drying. 8. COMPACTION OF FILL AREAS Selected fill material shall be placed and mixed in evenly spread layers. After each fill layer has been placed, it shall be uniformly compacted to not less than the specified percentage of maximum dry density. Fill materials shall be placed such that the thickness of loose material does not exceed 8 inches and the compacted lift thickness does not exceed 6 inches. Fill placed under foundations, exterior flatwork and pavements should be compacted to a minimum of 95 percent of maximum standard Proctor dry density (ASTM D698). Compaction, as specified above, shall be obtained by the use of sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other equipment approved by the Engineer. Compaction shall be accomplished while the fill material is at the specified moisture content. Compaction of each layer shall be continuous over the entire area. Compaction equipment shall make sufficient trips to ensure that the required dry density is obtained. 9. COMPACTION OF SLOPES Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction operations shall be continued until slopes are stable, but not too dense for planting, and there is no appreciable amount of loose soil on the slopes. Compaction of slopes may be done progressively in increments of three to five feet (3' to 5') in height or after the fill is brought to its total height. Permanent fill slopes shall not exceed 3:1 (horizontal to vertical). 10. DENSITY TESTS Field density tests shall be made by the Geotechnical Engineer at locations and depths of his choosing. Where sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Density tests shall be taken in compacted material below the disturbed surface. When density tests indicate that the dry density or moisture content of any layer of fill or portion thereof is below that required, the particular layer or portion shall be reworked until the required dry density or moisture content has been achieved. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 B-3 11. SEASONAL LIMITS No fill material shall be placed, spread, or rolled while it is frozen, thawing, or during unfavorable weather conditions. When work is interrupted by heavy precipitation, fill operations shall not be resumed until the Geotechnical Engineer indicates that the moisture content and dry density of previously placed materials are as specified. 12. NOTICE REGARDING START OF GRADING The contractor shall submit notification to the Geotechnical Engineer and Owner advising them of the start of grading operations at least three (3) days in advance of the starting date. Notification shall also be submitted at least 3 days in advance of any resumption dates when grading operations have been stopped for any reason other than adverse weather conditions. 13. REPORTING OF FIELD DENSITY TESTS Density tests performed by the Geotechnical Engineer, as specified under "Density Tests" above, shall be submitted progressively to the Owner. Dry density, moisture content and percent compaction shall be reported for each test taken. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA APPENDIX C PAVEMENT CONSTRUCTION RECOMMENDATIONS DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 C-1 SUBGRADE PREPARATION Moisture Treated Subgrade (MTS) 1. The subgrade should be stripped of organic matter, scarified, moisture treated and compacted to the specifications stated below in Item 2. The compacted subgrade should extend at least 3 feet beyond the edge of the pavement where no edge support, such as curb and gutter, are to be constructed. 2. Sandy and gravelly soils (A-1-a, A-1-b, A-3, A-2-4, A-2-5, A-2-6, A-2-7) should be moisture conditioned near optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). Clayey soils (A-6, A-7-5, A-7-6) should be moisture conditioned between optimum and 3 percent above optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). 3. Utility trenches and all subsequently placed fill should be properly compacted and tested prior to paving. As a minimum, fill should be compacted to 95 percent of standard Proctor maximum dry density. 4. Final grading of the subgrade should be carefully controlled so the design cross-slope is maintained and low spots in the subgrade that could trap water are eliminated. 5. Once final subgrade elevation has been compacted and tested to compliance and shaped to the required cross-section, the area should be proof-rolled using a minimum axle load of 18 kips per axle. The proof-roll should be performed while moisture contents of the subgrade are still within the recommended limits. Drying of the subgrade prior to proof-roll or paving should be avoided. 6. Areas that are observed by the Engineer that have soft spots in the subgrade, or where deflection is not uniform of soft or wet subgrade shall be ripped, scarified, dried, or wetted as necessary and recompacted to the requirements for the density and moisture. As an alternative, those areas may be over-excavated and replaced with properly compacted structural backfill. Where extensively soft, yielding subgrade is encountered; we recommend a representative of our office observe the excavation. PAVEMENT MATERIALS AND CONSTRUCTION Aggregate Base Course (ABC) 1. A Class 5 or 6 Colorado Department of Transportation (CDOT) specified ABC should be used. A reclaimed concrete pavement (RCP) alternative which meets the Class 5 or 6 designation and design R-value/strength coefficient is also acceptable. Blending of recycled products with ABC may be considered. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 C-2 2. Bases should have a minimum Hveem stabilometer value of 72, or greater. ABC, RAP, RCP, or blended materials must be moisture stable. The change in R-value from 300-psi to 100-psi exudation pressure should be 12 points or less. 3. ABC or RCP bases should be placed in thin lifts not to exceed 6 inches and moisture treated to near optimum moisture content. Bases should be moisture treated to near optimum moisture content, and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). 4. Placement and compaction of ABC or RCP should be observed and tested by a representative of our firm. Placement should not commence until the underlying subgrade is properly prepared and tested. Portland Cement Concrete (PCC) 1. Portland cement concrete should consist of Class P of the 2021 CDOT - Standard Specifications for Road and Bridge Construction specifications for normal placement. PCC should have a minimum compressive strength of 4,500 psi at 28 days and a minimum modulus of rupture (flexural strength) of 650 psi. Job mix designs are recommended and periodic checks on the job site should be made to verify compliance with specifications. 2. Portland cement should be Type II “low alkali” and should conform to ASTM C 150. 3. Portland cement concrete should not be placed when the subgrade or air temperature is below 40°F. 4. Concrete should not be placed during warm weather if the mixed concrete has a temperature of 90°F, or higher. 5. Mixed concrete temperature placed during cold weather should have a temperature between 50°F and 90°F. 6. Free water should not be finished into the concrete surface. Atomizing nozzle pressure sprayers for applying finishing compounds are recommended whenever the concrete surface becomes difficult to finish. 7. Curing of the Portland cement concrete should be accomplished by the use of a curing compound. The curing compound should be applied in accordance with manufacturer recommendations. 8. Curing procedures should be implemented, as necessary, to protect the pavement against moisture loss, rapid temperature change, freezing, and mechanical injury. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 C-3 9. Construction joints, including longitudinal joints and transverse joints, should be formed during construction, or sawed after the concrete has begun to set, but prior to uncontrolled cracking. 10. All joints should be properly sealed using a rod back-up and approved epoxy sealant. 11. Traffic should not be allowed on the pavement until it has properly cured and achieved at least 80 percent of the design strength, with saw joints already cut. 12. Placement of Portland cement concrete should be observed and tested by a representative of our firm. Placement should not commence until the subgrade is properly prepared and tested. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA APPENDIX D PAVEMENT MAINTENANCE PROGRAM DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CITY OF FORT COLLINS MAIL CREEK TRAIL IMPROVEMENTS CTLT PROJECT NO. FC10837.000-125 D-1 MAINTENANCE RECOMMENDATIONS FOR RIGID PAVEMENTS High traffic volumes create pavement rutting and smooth polished surfaces. Preventive maintenance treatments will typically preserve the original or existing pavement by providing a protective seal and improving skid resistance through a new wearing course. 1. Annual Preventive Maintenance a. Visual pavement evaluations should be performed each spring or fall. b. Reports documenting the progress of distress should be kept current to provide information of effective times to apply preventive maintenance. c. Crack sealing should be performed annually as new cracks appear. 2. 4 to 8 Year Preventive Maintenance a. The owner should budget for a preventive treatment at approximate intervals of 4 to 8 years to reduce joint deterioration. b. Typical preventive maintenance for rigid pavements includes patching, crack sealing and joint cleaning and sealing. c. Where joint sealants are missing or distressed, resealing is mandatory. 3. 15 to 20 Year Corrective Maintenance a. Corrective maintenance for rigid pavements includes patching and slab replacement to correct subgrade failures, edge damage, and material failure. b. Asphalt concrete overlays may be required at 15 to 20 year intervals to improve the structural capacity of the pavement. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA MAIL CREEK TRAIL IMPROVEMENTS EROSION CONTROL REPORT Prepared For: City of Fort Collins Prepared By: Horrocks Engineers 5670 Greenwood Plaza, Suite 100W Greenwood Village, CO 80111 303-967-0353 Date: September 13, 2023 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements i Erosion Control Report Table of Contents I. Project Description and Nature of Construction ...................................................................1 A. Site Location .......................................................................................................................1 B. Existing Site Condition .........................................................................................................1 C. Proposed Construction Activities .........................................................................................2 II. Potential Pollutant Sources .................................................................................................2 A. All Disturbed and Stored Soils ..............................................................................................2 B. Vehicle Tracking of Sediments .............................................................................................2 C. Management of Contaminated Soils ....................................................................................2 D. Loading and Unloading Operations ......................................................................................2 E. Outdoor Storage of Construction Site Materials, Fertilizers, and Chemicals ...........................2 F. Bulk Storage of Materials ....................................................................................................2 G. Vehicle and Equipment Maintenance and Fueling ................................................................3 H. Significant Dust or Particulate Generating Processes ............................................................3 I. Routine Maintenance Activities involving Fertilizers, Pesticides, Detergents, Fuels, Solvents, and Oils ........................................................................................................................................3 J. On-Site Waste Management Practices .................................................................................3 K. Concrete Truck/Equipment Washing, Including the Concrete Truck Chute and Associated Fixtures and Equipment.................................................................................................................3 L. Dedicated Asphalt and Concrete Batch Plants ......................................................................3 M. Non-Industrial Waste Sources Such As Worker Trash and Portable Toilets ............................3 N. Saw Cutting and Grinding ....................................................................................................4 O. Other Non-Stormwater Discharges ......................................................................................4 P. Other Areas or Operations Where Spills Can Occur ...............................................................4 III. Construction Control Measures ...........................................................................................4 IV. Installation and Removal Sequence of Construction Measures .............................................5 V. Maintenance and Inspection Requirements .........................................................................5 VI. Final Vegetation and Stabilization .......................................................................................5 References .........................................................................................................................................6 Appendix 7 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements ii Erosion Control Report List of Figures Figure 1: Site Map ......................................................................................................................................... 1 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements iii Erosion Control Report I hereby attest that this report for the erosion control design of Mail Creek Trail in Fort Collins was prepared by me, or under my direct supervision, in accordance with the provisions of the Fort Collins Stormwater Criteria Manual. I understand that the City of Fort Collins does not and will not assume liability for drainage facilities designed by others. ________________________________________________________ Registered Professional Engineer State of Colorado No. 49946 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements iv Erosion Control Report Notification of Responsibility Owner: City of Fort Collins 222 Laporte Ave. Fort Collins, CO 80524 970-212-2900 utilities@fcgov.com Developer: N/A Contractor: TBD Design Engineer: Sean Fahey 5670 Greenwood Plaza Boulevard Suite 100W Greenwood Village, CO 80111 720-577-1735 sean.fahey@horrocks.com Erosion Control Administrator: TBD DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements 1 Erosion Control Report I. Project Description and Nature of Construction A. SITE LOCATION The Laporte East End Improvements project is in Section 8 of Township 6 North, Range 68 West in the City of Fort Collins, Colorado, specifically along Mail Creek Ditch between S. Timberline Road and Spindlebush Lane. Figure 1: Site Map B. EXISTING SITE CONDITION The most prevalent soils in the project area are Fort Collins loam and Nunn clay loam. Most soil particles are less than 0.075 millimeters in diameter and typical soil density is between 1.3 and 1.5 grams per cubic centimeter. All of the project area is situated on soils of hydrologic soil group C. There is a moderate expectation of erosion associated with these soils with erosion factors between 0.28 and 0.43 for whole soil and typical wind erodibility group of 5. All soils are assigned to a group number between 1 and 8 with group 8 being the least susceptible to erosion. Soil depths range from about 5 to 7 feet depths, with at least the first foot being loam or clay loam in most locations. All National Resource Conservation Survey soils reports can be found in the appendix. The project site is existing Mail Creek Ditch and is primarily pervious, with about 90 percent of the total area being vegetated. Existing groundwater depth is at least 6.5 feet. There is no indication of soil contamination currently. Flow generally travels to the east in this area. Runoff from this project will leave the site to the north towards the homes. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements 2 Erosion Control Report C. PROPOSED CONSTRUCTION ACTIVITIES This project includes construction of a new Trail along Mail Creek Ditch and reconstruction of the Mail Creek Ditch. Construction activities will include concrete work for sidewalk and bridge abutments for a new pedestrian bridge. Mail Creek Ditch will receive runoff via grading from the proposed trail improvements. No water quality treatment is proposed on the project. II. Potential Pollutant Sources A. ALL DISTURBED AND STORED SOILS Yes – disturbance of in situ soil reduces soil compaction and increases the soil’s susceptibility to erosion from surface runoff. Street sweeping is recommended to clear any soil that travels onto the roadway, and rock socks are recommended in the gutter to prevent sediment from traveling along the drainage flowline. Stockpiles should be placed at a reasonable distance away from Mail Creek Ditch to mitigate the risk of stored soil traveling into the ditch. Watering the stockpiles as necessary is recommended to prevent excessive dust. B. VEHICLE TRACKING OF SEDIMENTS Yes – construction vehicles may track sediment from the project site onto adjacent roadways, particularly in wet or muddy conditions. Vehicle tracking pads are recommended at Tilden Street and may be used in conjunction with street sweeping to maximize the containment of soils on site. C. MANAGEMENT OF CONTAMINATED SOILS This pollutant source is not anticipated to be present on the project. D. LOADING AND UNLOADING OPERATIONS Yes – materials are anticipated to enter and leave the site and can pose various risks for pollution including vehicle sediment tracking and spills. Spills should be addressed using spill kits or other appropriate spill response procedure. E. OUTDOOR STORAGE OF CONSTRUCTION SITE MATERIALS, FERTILIZERS, AND CHEMICALS Yes – it is anticipated that wood forms, mortar, cement, and other materials may be stored outside. Mortar and cement have the potential to mix with stormwater and contribute to runoff, and as such these materials should be stored on raised pallets and covered with tarps. It is not anticipated that other chemicals will be stored outside. F. BULK STORAGE OF MATERIALS This pollutant source is not anticipated to be present on the project. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements 3 Erosion Control Report G. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING This pollutant source is not anticipated to be present on the project. H. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESSES Yes – this project will include earthwork, street sweeping, saw cutting, and loading and unloading activities which can generate significant dust or particulate material. The project should follow the Fugitive Dust Manual and all the Best Management Practices (BMPs) listed therein, as well as at least one additional BMP if required by City Ordinance No. 044,2016. A copy of the Dust Control Manual should always be kept on site. I. ROUTINE MAINTENANCE ACTIVITIES INVOLVING FERTILIZERS, PESTICIDES, DETERGENTS, FUELS, SOLVENTS, AND OILS Yes – fertilizers and pesticides will likely be used on site during landscaping and revegetation and can contribute to site pollution if they are picked up by site runoff. These materials may only be stored on site if they are covered and above ground. J. ON-SITE WASTE MANAGEMENT PRACTICES Yes – removed concrete should be stored in a neat pile or dumpster and disposed of in a timely manner to prevent debris from traveling throughout the site and beyond due to construction activities or precipitation events. Waste storage should be at least 50 feet from Mail Creek Ditch. The project site should be tidied at the end of each workday, and no construction debris is to be buried on site. K. CONCRETE TRUCK/EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT Yes – concrete will be used on this project for sidewalk and bridge abutments, and the concrete trucks require regular washing to prevent the mix from drying out. Concrete washout water can be carried from site with surface runoff and pose an ecological hazard if not handled properly. A concrete washout structure is recommended at Tilden Street, greater than 50 feet away from Mail Creek Ditch, to contain wash water. L. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS This pollutant source is not anticipated to be present on the project. M. NON-INDUSTRIAL WASTE SOURCES SUCH AS WORKER TRASH AND PORTABLE TOILETS Yes – it is anticipated that worker trash and portable toilets will be required on site and pose risk for spills and potential biohazard. Trash cans are recommended at the east and west ends of the site and should be emptied as needed to avoid overfilling. Portable toilets are to be placed by the contractor at least 50 feet away from Mail Creek Ditch and anchored to prevent tipping. All materials should be DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements 4 Erosion Control Report properly disposed of, and any spills should be cleaned in accordance with the Larimer County Health Department guidelines. N. SAW CUTTING AND GRINDING Yes – saw cutting will be performed on this project along the west/east tie-ins and at the north side of the trail at other trail connections. Saw cutting can generate significant dust, and this project should follow the Fugitive Dust Manual to minimize particulates. It is recommended that cutting slurry be collected from site by vacuum or scraping to prevent the slurry from mixing with runoff. O. OTHER NON-STORMWATER DISCHARGES This pollutant source is not anticipated to be present on the project. P. OTHER AREAS OR OPERATIONS WHERE SPILLS CAN OCCUR This pollutant source is not anticipated to be present on the project. III. Construction Control Measures Concrete washout area – a containment area for concrete wash water that can be a prefabricated structure, an excavated pit, or a lined aboveground holding area composed of berms, sandbags, or straw bales. Washout area must be well-maintained and well-marked. Washout water should be collected and disposed of at a designated location. Washout is to be removed at the end of the project or after no longer than one year. Mulching (Weed Free) – wood cellulose fibers and a tackifier shall be applied at a rate of at least 1,500 pounds per acre with a hydraulic mulcher. Mulch should be allowed to dry for 24 hours. Mulch should not be applied to existing vegetation or waterways. No more than ten percent of the ground surface should be left exposed after application. Seeding (Native) Drill – permanent reseeding to stabilize the project area. Salvage topsoil wherever possible and spread on areas to be revegetated. Seeding shall be a perennial grass mix (see Fertile Loamy Soil seed mix in the control measures details included in the appendix) within 14 days after final grading has been established. Seeding (Native) Drill should be followed with mulching and monitored for successful germination. If seeded areas fail to germinate, reseed and mulch as necessary. Street sweeping – use of a street sweeper is recommended to clear debris from the roadway and prevent the transport of sediment. Street sweeping can also be done manually with a shovel or broom. Dust control – use site watering, temporary fences and revegetation techniques (seeding and mulching) to minimize the generation of dust and particulates. Sediment control log – linear roll of natural materials such as straw or coconut fiber that is staked in place to control sediment. Sediment control logs are recommended for Mail Creek Ditch adjacent to and downstream of proposed grading and perpendicular to flow. Sediment should be removed before it accumulates to half the height of the log, and the log itself should be replaced if damaged. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements 5 Erosion Control Report Inlet protection – although there are no existing inlets that need to be protected during construction activities on this project, the proposed sidewalk drain will require inlet protection once it is constructed to prevent sediment from passing through the drain for the remainder of construction. For this application, block and rock sock inlet protection is recommended (see detail IP-1 in the appendix). Vehicle tracking control – a pad that helps to remove sediment from construction vehicles prior to the vehicles exiting the project site. This is typically a geotextile covered by coarse aggregate. If possible, grade the pad such that it drains back into the project site. Maintain a clean and effective pad by disposing of excess sediment and replacing or adding new aggregate as necessary. IV. Installation and Removal Sequence of Construction Measures See the appendix for a chart depicting the installation and removal sequence for control measures. V. Maintenance and Inspection Requirements Maintenance and inspections shall be performed as recommended in the City of Fort Collins Stormwater Criteria Manual and Volume 3 of the Urban Storm Drainage Criteria Manual. Maintenance and inspection expectations are included in the control measures details, found in the appendix of this report. VI. Final Vegetation and Stabilization Seeding (Native) Drill and Mulching (Weed Free) are recommended to provide final stabilization of exposed soil at the conclusion of the project. A description of application and maintenance procedures can be found in the applicable BMP detail sheets, included in the appendix. The Fertile Loamy Soil seed mix for permanent grasses shall be used with a minimum seeding rate of 31 pounds per acre. Seeding can be performed from October to May and should be done 14 days after the completion of final grading. Mulching (Weed Free) should immediately follow seeding and then be allowed to dry for 24 hours. No more than ten percent of bare ground should remain exposed after application. If seeded areas fail to germinate, reseed and mulch as necessary. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements 6 Erosion Control Report References Fort Collins Stormwater Criteria Manual, City of Fort Collins, December 2018. Urban Storm Drainage Criteria Manual: Volume 3, Mile High Flood District, updated November 2010. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements Erosion C ontrol Report Mail Creek Trail Improvements 7 Erosion Control Report Appendix DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Hydrologic Soil Group—Larimer County Area, Colorado (Hydrologic Soil Group--MC Trail) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 1 of 5 44 8 2 4 0 0 44 8 2 8 0 0 44 8 3 2 0 0 44 8 3 6 0 0 44 8 4 0 0 0 44 8 4 4 0 0 44 8 4 8 0 0 44 8 2 4 0 0 44 8 2 8 0 0 44 8 3 2 0 0 44 8 3 6 0 0 44 8 4 0 0 0 44 8 4 4 0 0 44 8 4 8 0 0 495800 496200 496600 497000 497400 497800 498200 498600 499000 499400 499800 495800 496200 496600 497000 497400 497800 498200 498600 499000 499400 499800 40° 30' 56'' N 10 5 ° 3 ' 5 ' ' W 40° 30' 56'' N 10 5 ° 0 ' 4 ' ' W 40° 29' 26'' N 10 5 ° 3 ' 5 ' ' W 40° 29' 26'' N 10 5 ° 0 ' 4 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 500 1000 2000 3000 Feet 0 250 500 1000 1500 Meters Map Scale: 1:19,500 if printed on A landscape (11" x 8.5") sheet. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 17, Sep 7, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 2, 2021—Aug 25, 2021 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Larimer County Area, Colorado (Hydrologic Soil Group--MC Trail) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 2 of 5 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 5 Aquepts, loamy A/D 19.2 1.1% 22 Caruso clay loam, 0 to 1 percent slope D 4.2 0.2% 35 Fort Collins loam, 0 to 3 percent slopes C 235.9 13.0% 36 Fort Collins loam, 3 to 5 percent slopes C 190.5 10.5% 37 Fort Collins loam, 5 to 9 percent slopes C 14.7 0.8% 49 Heldt clay loam, 3 to 6 percent slopes C 19.9 1.1% 55 Kim loam, 5 to 9 percent slopes B 3.2 0.2% 63 Longmont clay, 0 to 3 percent slopes D 40.5 2.2% 73 Nunn clay loam, 0 to 1 percent slopes C 113.0 6.2% 74 Nunn clay loam, 1 to 3 percent slopes C 780.4 42.9% 76 Nunn clay loam, wet, 1 to 3 percent slopes C 147.6 8.1% 79 Otero sandy loam, 5 to 9 percent slopes A 6.2 0.3% 90 Renohill clay loam, 3 to 9 percent slopes D 0.4 0.0% 103 Stoneham loam, 5 to 9 percent slopes B 19.0 1.0% 115 Weld silt loam, 0 to 3 percent slopes C 111.2 6.1% 118 Wiley silt loam, 1 to 3 percent slopes B 27.2 1.5% 119 Wiley silt loam, 3 to 5 percent slopes B 15.3 0.8% 136 Water 70.7 3.9% Totals for Area of Interest 1,819.2 100.0% Hydrologic Soil Group—Larimer County Area, Colorado Hydrologic Soil Group--MC Trail Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 3 of 5 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Hydrologic Soil Group—Larimer County Area, Colorado Hydrologic Soil Group--MC Trail Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 4 of 5 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Aggregation is the process by which a set of component attribute values is reduced to a single value that represents the map unit as a whole. A map unit is typically composed of one or more "components". A component is either some type of soil or some nonsoil entity, e.g., rock outcrop. For the attribute being aggregated, the first step of the aggregation process is to derive one attribute value for each of a map unit's components. From this set of component attributes, the next step of the aggregation process derives a single value that represents the map unit as a whole. Once a single value for each map unit is derived, a thematic map for soil map units can be rendered. Aggregation must be done because, on any soil map, map units are delineated but components are not. For each of a map unit's components, a corresponding percent composition is recorded. A percent composition of 60 indicates that the corresponding component typically makes up approximately 60% of the map unit. Percent composition is a critical factor in some, but not all, aggregation methods. The aggregation method "Dominant Condition" first groups like attribute values for the components in a map unit. For each group, percent composition is set to the sum of the percent composition of all components participating in that group. These groups now represent "conditions" rather than components. The attribute value associated with the group with the highest cumulative percent composition is returned. If more than one group shares the highest cumulative percent composition, the corresponding "tie-break" rule determines which value should be returned. The "tie-break" rule indicates whether the lower or higher group value should be returned in the case of a percent composition tie. The result returned by this aggregation method represents the dominant condition throughout the map unit only when no tie has occurred. Component Percent Cutoff: None Specified Components whose percent composition is below the cutoff value will not be considered. If no cutoff value is specified, all components in the database will be considered. The data for some contrasting soils of minor extent may not be in the database, and therefore are not considered. Tie-break Rule: Higher The tie-break rule indicates which value should be selected from a set of multiple candidate values, or which value should be selected in the event of a percent composition tie. Hydrologic Soil Group—Larimer County Area, Colorado Hydrologic Soil Group--MC Trail Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 5 of 5 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Particle Size and Coarse Fragments This table shows estimates of particle size distribution and coarse fragment content of each soil in the survey area. The estimates are based on field observations and on test data for these and similar soils. Depth to the upper and lower boundaries of each layer is indicated. Particle size is the effective diameter of a soil particle as measured by sedimentation, sieving, or micrometric methods. Particle sizes are expressed as classes with specific effective diameter class limits. The broad classes are sand, silt, and clay, ranging from the larger to the smaller. Sand as a soil separate consists of mineral soil particles that are 0.05 millimeter to 2 millimeters in diameter. In this table, the estimated sand content of each soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. Silt as a soil separate consists of mineral soil particles that are 0.002 to 0.05 millimeter in diameter. In this table, the estimated silt content of each soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. Clay as a soil separate consists of mineral soil particles that are less than 0.002 millimeter in diameter. In this table, the estimated clay content of each soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. The content of sand, silt, and clay affects the physical behavior of a soil. Particle size is important for engineering and agronomic interpretations, for determination of soil hydrologic qualities, and for soil classification. The amount and kind of clay affect the fertility and physical condition of the soil and the ability of the soil to adsorb cations and to retain moisture. They influence shrink-swell potential, saturated hydraulic conductivity (Ksat), plasticity, the ease of soil dispersion, and other soil properties. The amount and kind of clay in a soil also affect tillage and earthmoving operations. Total fragments is the content of fragments of rock and other materials larger than 2 millimeters in diameter on volumetric basis of the whole soil. Fragments 2-74 mm refers to the content of coarse fragments in the 2 to 74 millimeter size fraction. Fragments 75-249 mm refers to the content of coarse fragments in teh 75 to 249 millimeter size fraction. Fragments 250-599 mm refers to the content of coarse fragments in the 250 to 599 millimeter size fraction. Fragments >=600 mm refers to the content of coarse fragments in the greater than or equal to 600 millimeter size fraction. Reference: United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. (http://soils.usda.gov) Particle Size and Coarse Fragments---Larimer County Area, Colorado Report--Particle Size and Coarse Fragments Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 1 of 6 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Report—Particle Size and Coarse Fragments Particle Size and Coarse Fragments–Larimer County Area, Colorado Map symbol and soil name Horizon Depth Sand Silt Clay Total fragments Fragments 2-74 mm Fragments 75-249 mm Fragments 250-599 mm Fragments >=600 mm In L-RV-H Pct L-RV-H Pct L-RV-H Pct RV Pct RV Pct RV Pct RV Pct RV Pct 5—Aquepts, loamy Aquepts H1 0-60 ———————— 22—Caruso clay loam, 0 to 1 percent slope Caruso H1 0-35 -35--34-27-31- 35 4 4 ——— H2 35-44 -64--27-5- 9- 13 14 10 2 —2 H3 44-60 -97-- 2-0- 2- 3 29 24 3 —2 35—Fort Collins loam, 0 to 3 percent slopes Fort Collins Ap 0-4 36-43- 50 28-38- 48 16-19- 26 ————— Bt1 4-9 30-42- 45 20-26- 50 20-32- 35 ————— Bt2 9-16 30-42- 45 20-26- 50 20-32- 35 ————— Bk1 16-29 35-42- 45 25-37- 38 20-21- 30 ————— Bk2 29-80 35-42- 45 25-37- 38 20-21- 30 ————— 36—Fort Collins loam, 3 to 5 percent slopes Fort Collins Ap 0-5 36-43- 50 28-38- 48 16-19- 26 ————— Bt1 5-8 30-42- 45 20-26- 50 20-32- 35 ————— Bt2 8-18 30-42- 45 20-26- 50 20-32- 35 ————— Bk1 18-24 35-47- 50 20-32- 38 20-21- 30 ————— Bk2 24-80 35-47- 50 20-32- 38 20-21- 30 ————— Particle Size and Coarse Fragments---Larimer County Area, Colorado Report--Particle Size and Coarse Fragments Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 2 of 6 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Particle Size and Coarse Fragments–Larimer County Area, Colorado Map symbol and soil name Horizon Depth Sand Silt Clay Total fragments Fragments 2-74 mm Fragments 75-249 mm Fragments 250-599 mm Fragments >=600 mm In L-RV-H Pct L-RV-H Pct L-RV-H Pct RV Pct RV Pct RV Pct RV Pct RV Pct 37—Fort Collins loam, 5 to 9 percent slopes Fort Collins Ap 0-5 36-43- 50 28-38- 48 16-19- 26 ————— Bt1 5-8 30-42- 45 20-26- 50 20-32- 35 ————— Bt2 8-18 30-42- 45 20-26- 50 20-32- 35 ————— Bk1 18-24 35-47- 50 20-32- 38 20-21- 30 ————— Bk2 24-80 35-47- 50 20-32- 38 20-21- 30 ————— 49—Heldt clay loam, 3 to 6 percent slopes Heldt Ap 0-4 24-29- 35 28-37- 45 31-34- 37 ————— Bw1 4-6 24-27- 31 22-34- 39 37-39- 47 ————— Bw2 6-20 24-27- 31 22-31- 39 37-42- 47 ————— Bk 20-80 32-37- 43 7-18- 33 35-45- 50 ————— 55—Kim loam, 5 to 9 percent slopes Kim H1 0-7 -42--37-15-21- 27 14 12 2 —— H2 7-60 -37--35-20-28- 35 14 12 2 —— 63—Longmont clay, 0 to 3 percent slopes Longmont H1 0-60 -22--28-40-50- 60 ————— Particle Size and Coarse Fragments---Larimer County Area, Colorado Report--Particle Size and Coarse Fragments Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 3 of 6 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Particle Size and Coarse Fragments–Larimer County Area, Colorado Map symbol and soil name Horizon Depth Sand Silt Clay Total fragments Fragments 2-74 mm Fragments 75-249 mm Fragments 250-599 mm Fragments >=600 mm In L-RV-H Pct L-RV-H Pct L-RV-H Pct RV Pct RV Pct RV Pct RV Pct RV Pct 73—Nunn clay loam, 0 to 1 percent slopes Nunn Ap 0-6 36-43- 45 17-26- 37 27-31- 38 ————— Bt1 6-10 25-32- 39 16-30- 40 35-38- 45 ————— Bt2 10-26 25-32- 39 16-30- 40 35-38- 45 ————— Btk 26-31 41-42- 64 15-26- 39 20-32- 35 ————— Bk1 31-47 35-47- 65 5-32- 45 20-21- 30 ————— Bk2 47-80 37-48- 72 2-28- 48 15-24- 26 ————— 74—Nunn clay loam, 1 to 3 percent slopes Nunn Ap 0-9 36-43- 45 17-26- 37 27-31- 38 ————— Bt 9-13 25-32- 39 16-30- 40 35-38- 45 ————— Btk 13-25 25-32- 39 16-30- 40 35-38- 45 ————— Bk1 25-38 35-41- 65 2-30- 45 20-29- 33 ————— Bk2 38-80 37-41- 65 2-29- 48 15-30- 33 ————— 76—Nunn clay loam, wet, 1 to 3 percent slopes Nunn, wet H1 0-10 -35--34-27-31- 35 9 7 2 —— H2 10-47 -28--30-35-43- 50 7 5 2 —— H3 47-60 -36--39-15-25- 35 20 18 2 —— 79—Otero sandy loam, 5 to 9 percent slopes Otero H1 0-14 -66--19-10-15- 20 8 7 1 —— H2 14-60 -65--23-5-12- 18 11 10 1 —— Particle Size and Coarse Fragments---Larimer County Area, Colorado Report--Particle Size and Coarse Fragments Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 4 of 6 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Particle Size and Coarse Fragments–Larimer County Area, Colorado Map symbol and soil name Horizon Depth Sand Silt Clay Total fragments Fragments 2-74 mm Fragments 75-249 mm Fragments 250-599 mm Fragments >=600 mm In L-RV-H Pct L-RV-H Pct L-RV-H Pct RV Pct RV Pct RV Pct RV Pct RV Pct 90—Renohill clay loam, 3 to 9 percent slopes Renohill H1 0-7 -35--34-27-31- 35 11 11 ——— H2 7-19 -28--30-35-43- 50 5 5 ——— H3 19-29 -33--32-30-35- 40 11 11 ——— H4 29-33 ———————— 103—Stoneham loam, 5 to 9 percent slopes Stoneham H1 0-3 -42--37-15-21- 27 13 13 ——— H2 3-9 -35--38-20-28- 35 5 5 ——— H3 9-60 -37--35-20-28- 35 9 9 ——— 115—Weld silt loam, 0 to 3 percent slopes Weld Ap 0-3 20-27- 35 50-54- 55 14-19- 26 ————— Bt1 3-11 5- 8- 35 20-51- 55 38-42- 50 ————— Bt2 11-15 5- 8- 35 20-51- 55 35-42- 50 ————— Btk 15-21 5- 8- 40 30-51- 70 24-42- 50 ————— Bk 21-31 10-26- 40 35-52- 70 16-22- 25 ————— C 31-80 15-27- 55 30-54- 70 14-19- 25 ————— 118—Wiley silt loam, 1 to 3 percent slopes Wiley H1 0-6 -11--68-15-21- 27 ————— H2 6-15 - 7--66-18-27- 35 ————— H3 15-60 - 9--65-18-27- 35 ————— Particle Size and Coarse Fragments---Larimer County Area, Colorado Report--Particle Size and Coarse Fragments Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 5 of 6 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Particle Size and Coarse Fragments–Larimer County Area, Colorado Map symbol and soil name Horizon Depth Sand Silt Clay Total fragments Fragments 2-74 mm Fragments 75-249 mm Fragments 250-599 mm Fragments >=600 mm In L-RV-H Pct L-RV-H Pct L-RV-H Pct RV Pct RV Pct RV Pct RV Pct RV Pct 119—Wiley silt loam, 3 to 5 percent slopes Wiley H1 0-6 -11--68-15-21- 27 ————— H2 6-15 - 7--66-18-27- 35 ————— H3 15-60 - 9--65-18-27- 35 ————— 136—Water Water —————————— Data Source Information Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 17, Sep 7, 2022 Particle Size and Coarse Fragments---Larimer County Area, Colorado Report--Particle Size and Coarse Fragments Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 6 of 6 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Depth to Water Table—Larimer County Area, Colorado (Depth to Water Table--MC Trail) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 1 of 5 44 8 2 4 0 0 44 8 2 8 0 0 44 8 3 2 0 0 44 8 3 6 0 0 44 8 4 0 0 0 44 8 4 4 0 0 44 8 4 8 0 0 44 8 2 4 0 0 44 8 2 8 0 0 44 8 3 2 0 0 44 8 3 6 0 0 44 8 4 0 0 0 44 8 4 4 0 0 44 8 4 8 0 0 495800 496200 496600 497000 497400 497800 498200 498600 499000 499400 499800 495800 496200 496600 497000 497400 497800 498200 498600 499000 499400 499800 40° 30' 56'' N 10 5 ° 3 ' 5 ' ' W 40° 30' 56'' N 10 5 ° 0 ' 4 ' ' W 40° 29' 26'' N 10 5 ° 3 ' 5 ' ' W 40° 29' 26'' N 10 5 ° 0 ' 4 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 500 1000 2000 3000 Feet 0 250 500 1000 1500 Meters Map Scale: 1:19,500 if printed on A landscape (11" x 8.5") sheet. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons 0 - 25 25 - 50 50 - 100 100 - 150 150 - 200 > 200 Not rated or not available Soil Rating Lines 0 - 25 25 - 50 50 - 100 100 - 150 150 - 200 > 200 Not rated or not available Soil Rating Points 0 - 25 25 - 50 50 - 100 100 - 150 150 - 200 > 200 Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 17, Sep 7, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 2, 2021—Aug 25, 2021 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Depth to Water Table—Larimer County Area, Colorado (Depth to Water Table--MC Trail) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 2 of 5 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Depth to Water Table Map unit symbol Map unit name Rating (centimeters)Acres in AOI Percent of AOI 5 Aquepts, loamy 31 19.2 1.1% 22 Caruso clay loam, 0 to 1 percent slope 92 4.2 0.2% 35 Fort Collins loam, 0 to 3 percent slopes >200 235.9 13.0% 36 Fort Collins loam, 3 to 5 percent slopes >200 190.5 10.5% 37 Fort Collins loam, 5 to 9 percent slopes >200 14.7 0.8% 49 Heldt clay loam, 3 to 6 percent slopes >200 19.9 1.1% 55 Kim loam, 5 to 9 percent slopes >200 3.2 0.2% 63 Longmont clay, 0 to 3 percent slopes 69 40.5 2.2% 73 Nunn clay loam, 0 to 1 percent slopes >200 113.0 6.2% 74 Nunn clay loam, 1 to 3 percent slopes >200 780.4 42.9% 76 Nunn clay loam, wet, 1 to 3 percent slopes 76 147.6 8.1% 79 Otero sandy loam, 5 to 9 percent slopes >200 6.2 0.3% 90 Renohill clay loam, 3 to 9 percent slopes >200 0.4 0.0% 103 Stoneham loam, 5 to 9 percent slopes >200 19.0 1.0% 115 Weld silt loam, 0 to 3 percent slopes >200 111.2 6.1% 118 Wiley silt loam, 1 to 3 percent slopes >200 27.2 1.5% 119 Wiley silt loam, 3 to 5 percent slopes >200 15.3 0.8% 136 Water >200 70.7 3.9% Totals for Area of Interest 1,819.2 100.0% Depth to Water Table—Larimer County Area, Colorado Depth to Water Table--MC Trail Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 3 of 5 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Description "Water table" refers to a saturated zone in the soil. It occurs during specified months. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method: Dominant Component Aggregation is the process by which a set of component attribute values is reduced to a single value that represents the map unit as a whole. A map unit is typically composed of one or more "components". A component is either some type of soil or some nonsoil entity, e.g., rock outcrop. For the attribute being aggregated, the first step of the aggregation process is to derive one attribute value for each of a map unit's components. From this set of component attributes, the next step of the aggregation process derives a single value that represents the map unit as a whole. Once a single value for each map unit is derived, a thematic map for soil map units can be rendered. Aggregation must be done because, on any soil map, map units are delineated but components are not. For each of a map unit's components, a corresponding percent composition is recorded. A percent composition of 60 indicates that the corresponding component typically makes up approximately 60% of the map unit. Percent composition is a critical factor in some, but not all, aggregation methods. The aggregation method "Dominant Component" returns the attribute value associated with the component with the highest percent composition in the map unit. If more than one component shares the highest percent composition, the corresponding "tie-break" rule determines which value should be returned. The "tie-break" rule indicates whether the lower or higher attribute value should be returned in the case of a percent composition tie. The result returned by this aggregation method may or may not represent the dominant condition throughout the map unit. Component Percent Cutoff: None Specified Components whose percent composition is below the cutoff value will not be considered. If no cutoff value is specified, all components in the database will be considered. The data for some contrasting soils of minor extent may not be in the database, and therefore are not considered. Tie-break Rule: Lower Depth to Water Table—Larimer County Area, Colorado Depth to Water Table--MC Trail Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 4 of 5 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA The tie-break rule indicates which value should be selected from a set of multiple candidate values, or which value should be selected in the event of a percent composition tie. Interpret Nulls as Zero: No This option indicates if a null value for a component should be converted to zero before aggregation occurs. This will be done only if a map unit has at least one component where this value is not null. Beginning Month: January Ending Month: December Depth to Water Table—Larimer County Area, Colorado Depth to Water Table--MC Trail Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 5 of 5 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Physical Soil Properties This table shows estimates of some physical characteristics and features that affect soil behavior. These estimates are given for the layers of each soil in the survey area. The estimates are based on field observations and on test data for these and similar soils. Depth to the upper and lower boundaries of each layer is indicated. Particle size is the effective diameter of a soil particle as measured by sedimentation, sieving, or micrometric methods. Particle sizes are expressed as classes with specific effective diameter class limits. The broad classes are sand, silt, and clay, ranging from the larger to the smaller. Sand as a soil separate consists of mineral soil particles that are 0.05 millimeter to 2 millimeters in diameter. In this table, the estimated sand content of each soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. Silt as a soil separate consists of mineral soil particles that are 0.002 to 0.05 millimeter in diameter. In this table, the estimated silt content of each soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. Clay as a soil separate consists of mineral soil particles that are less than 0.002 millimeter in diameter. In this table, the estimated clay content of each soil layer is given as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. The content of sand, silt, and clay affects the physical behavior of a soil. Particle size is important for engineering and agronomic interpretations, for determination of soil hydrologic qualities, and for soil classification. The amount and kind of clay affect the fertility and physical condition of the soil and the ability of the soil to adsorb cations and to retain moisture. They influence shrink-swell potential, saturated hydraulic conductivity (Ksat), plasticity, the ease of soil dispersion, and other soil properties. The amount and kind of clay in a soil also affect tillage and earthmoving operations. Moist bulk density is the weight of soil (ovendry) per unit volume. Volume is measured when the soil is at field moisture capacity, that is, the moisture content at 1/3- or 1/10-bar (33kPa or 10kPa) moisture tension. Weight is determined after the soil is dried at 105 degrees C. In the table, the estimated moist bulk density of each soil horizon is expressed in grams per cubic centimeter of soil material that is less than 2 millimeters in diameter. Bulk density data are used to compute linear extensibility, shrink-swell potential, available water capacity, total pore space, and other soil properties. The moist bulk density of a soil indicates the pore space available for water and roots. Depending on soil texture, a bulk density of more than 1.4 can restrict water storage and root penetration. Moist bulk density is influenced by texture, kind of clay, content of organic matter, and soil structure. Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 1 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a saturated soil transmit water. The estimates in the table are expressed in terms of micrometers per second. They are based on soil characteristics observed in the field, particularly structure, porosity, and texture. Saturated hydraulic conductivity (Ksat) is considered in the design of soil drainage systems and septic tank absorption fields. Available water capacity refers to the quantity of water that the soil is capable of storing for use by plants. The capacity for water storage is given in inches of water per inch of soil for each soil layer. The capacity varies, depending on soil properties that affect retention of water. The most important properties are the content of organic matter, soil texture, bulk density, and soil structure. Available water capacity is an important factor in the choice of plants or crops to be grown and in the design and management of irrigation systems. Available water capacity is not an estimate of the quantity of water actually available to plants at any given time. Linear extensibility refers to the change in length of an unconfined clod as moisture content is decreased from a moist to a dry state. It is an expression of the volume change between the water content of the clod at 1/3- or 1/10-bar tension (33kPa or 10kPa tension) and oven dryness. The volume change is reported in the table as percent change for the whole soil. The amount and type of clay minerals in the soil influence volume change. Linear extensibility is used to determine the shrink-swell potential of soils. The shrink-swell potential is low if the soil has a linear extensibility of less than 3 percent; moderate if 3 to 6 percent; high if 6 to 9 percent; and very high if more than 9 percent. If the linear extensibility is more than 3, shrinking and swelling can cause damage to buildings, roads, and other structures and to plant roots. Special design commonly is needed. Organic matter is the plant and animal residue in the soil at various stages of decomposition. In this table, the estimated content of organic matter is expressed as a percentage, by weight, of the soil material that is less than 2 millimeters in diameter. The content of organic matter in a soil can be maintained by returning crop residue to the soil. Organic matter has a positive effect on available water capacity, water infiltration, soil organism activity, and tilth. It is a source of nitrogen and other nutrients for crops and soil organisms. Erosion factors are shown in the table as the K factor (Kw and Kf) and the T factor. Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (USLE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter and on soil structure and Ksat. Values of K range from 0.02 to 0.69. Other factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. Erosion factor Kw indicates the erodibility of the whole soil. The estimates are modified by the presence of rock fragments. Erosion factor Kf indicates the erodibility of the fine-earth fraction, or the material less than 2 millimeters in size. Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 2 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Erosion factor T is an estimate of the maximum average annual rate of soil erosion by wind and/or water that can occur without affecting crop productivity over a sustained period. The rate is in tons per acre per year. Wind erodibility groups are made up of soils that have similar properties affecting their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1 are the most susceptible to wind erosion, and those assigned to group 8 are the least susceptible. The groups are described in the "National Soil Survey Handbook." Wind erodibility index is a numerical value indicating the susceptibility of soil to wind erosion, or the tons per acre per year that can be expected to be lost to wind erosion. There is a close correlation between wind erosion and the texture of the surface layer, the size and durability of surface clods, rock fragments, organic matter, and a calcareous reaction. Soil moisture and frozen soil layers also influence wind erosion. Reference: United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. (http://soils.usda.gov) Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 3 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Report—Physical Soil Properties Three values are provided to identify the expected Low (L), Representative Value (R), and High (H). Physical Soil Properties–Larimer County Area, Colorado Map symbol and soil name Depth Sand Silt Clay Moist bulk density Saturated hydraulic conductivity Available water capacity Linear extensibility Organic matter Erosion factors Wind erodibility group Wind erodibility index Kw Kf T In Pct Pct Pct g/cc micro m/sec In/In Pct Pct 5—Aquepts, loamy Aquepts 0-60 ————4.23-364.61-70 5.00 ———5 22—Caruso clay loam, 0 to 1 percent slope Caruso 0-35 -35--34-27-31- 35 1.25-1.30 -1.35 0.42-0.92-1.41 0.18-0.20-0. 21 0.0- 1.5- 2.9 1.0- 1.5- 2.0 .32 .32 4 6 48 35-44 -64--27-5- 9- 13 1.35-1.43 -1.50 14.11-28.22-42. 34 0.06-0.10-0. 13 0.0- 1.5- 2.9 0.5- 0.8- 1.0 .32 .32 44-60 -97-- 2-0- 2- 3 1.45-1.53 -1.60 141.14-423.07- 705.00 0.02-0.03-0. 04 0.0- 1.5- 2.9 0.0- 0.3- 0.5 .02 .05 Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 4 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Physical Soil Properties–Larimer County Area, Colorado Map symbol and soil name Depth Sand Silt Clay Moist bulk density Saturated hydraulic conductivity Available water capacity Linear extensibility Organic matter Erosion factors Wind erodibility group Wind erodibility index Kw Kf T In Pct Pct Pct g/cc micro m/sec In/In Pct Pct 35—Fort Collins loam, 0 to 3 percent slopes Fort collins 0-4 36-43- 50 28-38- 48 16-19- 26 1.44-1.47 -1.50 4.23-28.23-42.3 4 0.15-0.15-0. 17 1.7- 2.0- 3.7 1.0- 1.5- 2.0 .43 .43 5 5 56 4-9 30-42- 45 20-26- 50 20-32- 35 1.45-1.49 -1.53 1.41-2.82-14.11 0.15-0.16-0. 17 2.1- 5.0- 5.7 0.5- 0.8- 1.0 .32 .32 9-16 30-42- 45 20-26- 50 20-32- 35 1.45-1.49 -1.53 1.41-2.82-14.11 0.15-0.16-0. 17 1.8- 4.6- 5.5 0.5- 0.8- 1.0 .32 .32 16-29 35-42- 45 25-37- 38 20-21- 30 1.49-1.50 -1.51 1.41-9.17-14.11 0.15-0.15-0. 17 0.8- 1.3- 3.6 0.0- 0.3- 0.5 .43 .43 29-80 35-42- 45 25-37- 38 20-21- 30 1.49-1.50 -1.51 1.41-9.17-14.11 0.15-0.15-0. 17 0.8- 1.3- 3.6 0.0- 0.3- 0.5 .43 .43 36—Fort Collins loam, 3 to 5 percent slopes Fort collins 0-5 36-43- 50 28-38- 48 16-19- 26 1.44-1.47 -1.50 4.23-28.23-42.3 4 0.15-0.15-0. 17 1.7- 2.0- 3.8 1.0- 1.5- 2.0 .43 .43 5 5 56 5-8 30-42- 45 20-26- 50 20-32- 35 1.45-1.49 -1.53 1.41-2.82-14.11 0.15-0.16-0. 17 2.1- 5.0- 5.7 0.5- 0.8- 1.0 .32 .32 8-18 30-42- 45 20-26- 50 20-32- 35 1.45-1.49 -1.53 1.41-2.82-14.11 0.15-0.16-0. 17 1.8- 4.6- 5.5 0.5- 0.8- 1.0 .32 .32 18-24 35-47- 50 20-32- 38 20-21- 30 1.48-1.50 -1.51 1.41-9.17-14.11 0.12-0.15-0. 17 0.8- 1.3- 3.6 0.0- 0.3- 0.5 .43 .43 24-80 35-47- 50 20-32- 38 20-21- 30 1.48-1.50 -1.51 1.41-9.17-14.11 0.12-0.15-0. 17 0.8- 1.3- 3.6 0.0- 0.3- 0.5 .43 .43 Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 5 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Physical Soil Properties–Larimer County Area, Colorado Map symbol and soil name Depth Sand Silt Clay Moist bulk density Saturated hydraulic conductivity Available water capacity Linear extensibility Organic matter Erosion factors Wind erodibility group Wind erodibility index Kw Kf T In Pct Pct Pct g/cc micro m/sec In/In Pct Pct 37—Fort Collins loam, 5 to 9 percent slopes Fort collins 0-5 36-43- 50 28-38- 48 16-19- 26 1.44-1.47 -1.50 4.23-28.23-42.3 4 0.15-0.15-0. 17 1.7- 2.0- 3.8 1.0- 1.5- 2.0 .37 .37 5 5 56 5-8 30-42- 45 20-26- 50 20-32- 35 1.45-1.49 -1.53 1.41-2.82-14.11 0.15-0.16-0. 17 2.1- 5.0- 5.7 0.5- 0.8- 1.0 .24 .24 8-18 30-42- 45 20-26- 50 20-32- 35 1.45-1.49 -1.53 1.41-2.82-14.11 0.15-0.16-0. 17 1.8- 4.6- 5.5 0.5- 0.8- 1.0 .32 .32 18-24 35-47- 50 20-32- 38 20-21- 30 1.48-1.50 -1.51 1.41-9.17-14.11 0.12-0.15-0. 17 0.8- 1.3- 3.6 0.0- 0.3- 0.5 .43 .43 24-80 35-47- 50 20-32- 38 20-21- 30 1.48-1.50 -1.51 1.41-9.17-14.11 0.12-0.15-0. 17 0.8- 1.3- 3.6 0.0- 0.3- 0.5 .43 .43 49—Heldt clay loam, 3 to 6 percent slopes Heldt 0-4 24-29- 35 28-37- 45 31-34- 37 1.39-1.40 -1.40 0.42-2.82-4.23 0.16-0.16-0. 17 4.4- 5.1- 6.8 1.0- 1.5- 2.0 .28 .28 5 6 48 4-6 24-27- 31 22-34- 39 37-39- 47 1.40-1.43 -1.46 0.42-0.92-1.41 0.13-0.15-0. 16 6.1- 7.5- 9.3 0.1- 0.5- 1.0 .32 .32 6-20 24-27- 31 22-31- 39 37-42- 47 1.40-1.43 -1.46 0.42-0.92-1.41 0.13-0.15-0. 16 6.1- 7.5- 9.3 0.1- 0.5- 1.0 .28 .28 20-80 32-37- 43 7-18- 33 35-45- 50 1.34-1.40 -1.47 0.42-0.92-1.41 0.12-0.14-0. 16 4.8- 8.0- 9.4 0.1- 0.5- 0.8 .24 .24 Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 6 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Physical Soil Properties–Larimer County Area, Colorado Map symbol and soil name Depth Sand Silt Clay Moist bulk density Saturated hydraulic conductivity Available water capacity Linear extensibility Organic matter Erosion factors Wind erodibility group Wind erodibility index Kw Kf T In Pct Pct Pct g/cc micro m/sec In/In Pct Pct 55—Kim loam, 5 to 9 percent slopes Kim 0-7 -42--37-15-21- 27 1.30-1.35 -1.40 4.23-9.17-14.11 0.16-0.17-0. 18 0.0- 1.5- 2.9 0.5- 0.8- 1.0 .28 .28 5 4L 86 7-60 -37--35-20-28- 35 1.40-1.45 -1.50 4.23-9.17-14.11 0.15-0.16-0. 17 0.0- 1.5- 2.9 0.0- 0.3- 0.5 .32 .32 63—Longmont clay, 0 to 3 percent slopes Longmont 0-60 -22--28-40-50- 60 1.15-1.23 -1.30 0.42-0.92-1.41 0.12-0.14-0. 16 6.0- 7.5- 8.9 0.5- 1.3- 2.0 .24 .24 5 4 86 73—Nunn clay loam, 0 to 1 percent slopes Nunn 0-6 36-43- 45 17-26- 37 27-31- 38 1.39-1.41 -1.43 1.00-1.41-4.23 0.16-0.16-0. 17 3.4- 4.2- 6.8 1.0- 1.5- 2.0 .32 .32 5 6 48 6-10 25-32- 39 16-30- 40 35-38- 45 1.32-1.37 -1.42 0.42-0.92-1.41 0.14-0.15-0. 16 5.8- 6.8- 8.4 1.0- 1.5- 2.0 .28 .28 10-26 25-32- 39 16-30- 40 35-38- 45 1.32-1.37 -1.42 0.42-0.92-1.41 0.14-0.15-0. 16 5.8- 6.8- 8.4 1.0- 1.5- 2.0 .28 .28 26-31 41-42- 64 15-26- 39 20-32- 35 1.40-1.46 -1.52 1.41-2.82-14.11 0.12-0.15-0. 16 1.7- 4.0- 5.7 0.5- 0.8- 1.0 .32 .32 31-47 35-47- 65 5-32- 45 20-21- 30 1.42-1.52 -1.61 1.41-9.17-14.11 0.12-0.14-0. 15 1.5- 2.1- 3.5 0.0- 0.3- 0.9 .37 .37 47-80 37-48- 72 2-28- 48 15-24- 26 1.44-1.54 -1.65 4.23-9.17-42.34 0.11-0.17-0. 17 0.9- 2.6- 2.9 0.0- 0.3- 0.9 .37 .37 Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 7 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Physical Soil Properties–Larimer County Area, Colorado Map symbol and soil name Depth Sand Silt Clay Moist bulk density Saturated hydraulic conductivity Available water capacity Linear extensibility Organic matter Erosion factors Wind erodibility group Wind erodibility index Kw Kf T In Pct Pct Pct g/cc micro m/sec In/In Pct Pct 74—Nunn clay loam, 1 to 3 percent slopes Nunn 0-9 36-43- 45 17-26- 37 27-31- 38 1.39-1.41 -1.43 0.42-2.82-4.23 0.16-0.16-0. 17 3.3- 4.3- 6.8 1.0- 1.5- 2.0 .28 .28 5 6 48 9-13 25-32- 39 16-30- 40 35-38- 45 1.32-1.37 -1.42 0.42-0.92-1.41 0.14-0.16-0. 16 5.8- 6.6- 8.4 1.0- 1.5- 2.0 .28 .28 13-25 25-32- 39 16-30- 40 35-38- 45 1.43-1.46 -1.48 0.42-0.92-1.41 0.14-0.16-0. 16 5.6- 6.2- 8.2 0.5- 0.8- 1.0 .32 .32 25-38 35-41- 65 2-30- 45 20-29- 33 1.42-1.49 -1.56 1.41-2.82-14.11 0.12-0.17-0. 17 1.8- 3.5- 4.4 0.0- 0.3- 0.9 .37 .37 38-80 37-41- 65 2-29- 48 15-30- 33 1.44-1.50 -1.56 1.41-2.82-42.34 0.10-0.17-0. 17 1.1- 3.7- 4.5 0.0- 0.3- 0.9 .32 .32 76—Nunn clay loam, wet, 1 to 3 percent slopes Nunn, wet 0-10 -35--34-27-31- 35 1.25-1.30 -1.35 1.41-2.82-4.23 0.15-0.18-0. 20 3.0- 4.5- 5.9 2.0- 3.0- 4.0 .24 .24 5 6 48 10-47 -28--30-35-43- 50 1.20-1.25 -1.30 0.42-2.32-4.23 0.15-0.17-0. 18 6.0- 7.5- 8.9 0.0- 1.0- 2.0 .24 .24 47-60 -36--39-15-25- 35 1.20-1.25 -1.30 1.41-2.82-4.23 0.10-0.14-0. 18 0.0- 1.5- 2.9 0.0- 0.3- 0.5 .24 .37 79—Otero sandy loam, 5 to 9 percent slopes Otero 0-14 -66--19-10-15- 20 1.40-1.43 -1.45 14.11-28.22-42. 34 0.11-0.12-0. 13 0.0- 1.5- 2.9 0.5- 1.3- 2.0 .10 .10 5 3 86 14-60 -65--23-5-12- 18 1.45-1.48 -1.50 14.11-28.22-42. 34 0.08-0.10-0. 12 0.0- 1.5- 2.9 0.0- 0.3- 0.5 .28 .28 Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 8 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Physical Soil Properties–Larimer County Area, Colorado Map symbol and soil name Depth Sand Silt Clay Moist bulk density Saturated hydraulic conductivity Available water capacity Linear extensibility Organic matter Erosion factors Wind erodibility group Wind erodibility index Kw Kf T In Pct Pct Pct g/cc micro m/sec In/In Pct Pct 90—Renohill clay loam, 3 to 9 percent slopes Renohill 0-7 -35--34-27-31- 35 1.15-1.20 -1.25 4.23-9.17-14.11 0.17-0.19-0. 20 0.0- 1.5- 2.9 1.0- 2.0- 3.0 .24 .24 3 6 48 7-19 -28--30-35-43- 50 1.20-1.28 -1.35 0.42-0.92-1.41 0.14-0.15-0. 16 6.0- 7.5- 8.9 0.5- 0.8- 1.0 .28 .28 19-29 -33--32-30-35- 40 1.25-1.33 -1.40 1.41-2.82-4.23 0.19-0.20-0. 21 3.0- 4.5- 5.9 0.0- 0.3- 0.5 .32 .32 29-33 ————0.42-0.92-1.41 ——— 103— Stoneham loam, 5 to 9 percent slopes Stoneham 0-3 -42--37-15-21- 27 1.25-1.33 -1.40 4.23-9.17-14.11 0.16-0.17-0. 18 0.0- 1.5- 2.9 0.5- 1.3- 2.0 .28 .28 5 6 48 3-9 -35--38-20-28- 35 1.40-1.43 -1.45 4.23-9.17-14.11 0.14-0.16-0. 18 3.0- 4.5- 5.9 0.5- 0.8- 1.0 .32 .32 9-60 -37--35-20-28- 35 1.40-1.43 -1.45 4.23-9.17-14.11 0.14-0.16-0. 18 3.0- 4.5- 5.9 0.5- 0.8- 1.0 .32 .32 Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 9 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Physical Soil Properties–Larimer County Area, Colorado Map symbol and soil name Depth Sand Silt Clay Moist bulk density Saturated hydraulic conductivity Available water capacity Linear extensibility Organic matter Erosion factors Wind erodibility group Wind erodibility index Kw Kf T In Pct Pct Pct g/cc micro m/sec In/In Pct Pct 115—Weld silt loam, 0 to 3 percent slopes Weld 0-3 20-27- 35 50-54- 55 14-19- 26 1.37-1.45 -1.53 4.23-28.23-42.3 4 0.21-0.21-0. 22 1.2- 2.1- 3.2 1.5- 2.0- 4.0 .49 .49 5 5 56 3-11 5- 8- 35 20-51- 55 38-42- 50 1.32-1.40 -1.47 0.42-0.92-1.41 0.12-0.16-0. 19 6.5- 7.7-10.0 1.0- 1.6- 3.0 .32 .32 11-15 5- 8- 35 20-51- 55 35-42- 50 1.38-1.42 -1.46 0.42-0.92-1.41 0.12-0.16-0. 20 5.6- 7.4- 9.5 0.8- 1.0- 1.5 .37 .37 15-21 5- 8- 40 30-51- 70 24-42- 50 1.39-1.46 -1.52 0.42-0.92-14.11 0.12-0.16-0. 21 1.9- 6.8- 8.7 0.3- 0.5- 1.0 .37 .37 21-31 10-26- 40 35-52- 70 16-22- 25 1.43-1.50 -1.56 4.23-9.17-42.34 0.15-0.21-0. 22 0.5- 1.7- 2.4 0.0- 0.3- 0.8 .49 .49 31-80 15-27- 55 30-54- 70 14-19- 25 1.41-1.48 -1.55 4.23-28.23-42.3 4 0.12-0.21-0. 22 0.3- 1.5- 2.2 0.0- 0.1- 0.5 .49 .49 118—Wiley silt loam, 1 to 3 percent slopes Wiley 0-6 -11--68-15-21- 27 1.15-1.23 -1.30 4.23-9.17-14.11 0.15-0.18-0. 20 0.0- 1.5- 2.9 0.5- 0.8- 1.0 .37 .37 5 4L 86 6-15 - 7--66-18-27- 35 1.15-1.23 -1.30 4.23-9.17-14.11 0.19-0.20-0. 21 3.0- 4.5- 5.9 0.0- 0.3- 0.5 .49 .49 15-60 - 9--65-18-27- 35 1.15-1.28 -1.40 4.23-9.17-14.11 0.16-0.19-0. 21 0.0- 1.5- 2.9 0.0- 0.3- 0.5 .49 .49 Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 10 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Physical Soil Properties–Larimer County Area, Colorado Map symbol and soil name Depth Sand Silt Clay Moist bulk density Saturated hydraulic conductivity Available water capacity Linear extensibility Organic matter Erosion factors Wind erodibility group Wind erodibility index Kw Kf T In Pct Pct Pct g/cc micro m/sec In/In Pct Pct 119—Wiley silt loam, 3 to 5 percent slopes Wiley 0-6 -11--68-15-21- 27 1.15-1.23 -1.30 4.23-9.17-14.11 0.15-0.18-0. 20 0.0- 1.5- 2.9 0.5- 0.8- 1.0 .37 .37 5 4L 86 6-15 - 7--66-18-27- 35 1.15-1.23 -1.30 4.23-9.17-14.11 0.19-0.20-0. 21 3.0- 4.5- 5.9 0.0- 0.3- 0.5 .49 .49 15-60 - 9--65-18-27- 35 1.15-1.28 -1.40 4.23-9.17-14.11 0.16-0.19-0. 21 0.0- 1.5- 2.9 0.0- 0.3- 0.5 .49 .49 136—Water Water ————————— Data Source Information Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 17, Sep 7, 2022 Physical Soil Properties---Larimer County Area, Colorado Report--Physical Soil Properties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 6/20/2023 Page 11 of 11 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA INITIAL FINAL BEST MANAGEMENT PRACTICES (BMP) SYMBOL PRE-DISTURBANCE AND SITE ACCESS DITCH CLEARING AND GRUBBING DITCH DEMOLITION AND CONSTRUCTION TRAIL INFRASTRUCTURE & FINAL GRADING LANDSCAPING AND FINAL STABILIZATION MEASURES STRUCTURAL "INSTALLATION" SILT FENCE BARRIERS SF I X X X R VEHICLE TRACKING PAD VTP I X X X R INLET PROTECTION IP I X X X R EROSION CONTROL LOG SCL I X X X R CONCRETE WASHOUT AREA CWA I X X X R DUST CONTROL DC X X X X X TEMPORARY AND PERMANENT SEEDING TS/PS I X I I: INSTALL M: MAINTAIN R: REMOVE X: ONGOING INTERIM DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA OPERATION SERVICES Project Management, Planning & Design 300 LaPorte Avenue, Building B P.O. Box 580 Fort Collins, CO 80522-0580 970.221.6610 970.221.6534 – fax RE: PROJECT TIME EXTENSIONS FOR ABNORMAL WEATHER CONDITIONS This provision specifies the procedure for the determination of time extensions for abnormal weather conditions in accordance with the Contract Documents. In order for the Owner to award a time extension to the Contractor and pay for additional general conditions for abnormal weather conditions, the following conditions must be satisfied: 1. The weather experienced at the Project site during the Contract period must be found to be abnormal weather, that is, more severe than the adverse weather anticipated for the Project location during the Contract period. 2. The abnormal weather must actually cause a delay to the completion of the Project. The delay must be beyond the control and without the fault or negligence of the Contractor. 3. For an abnormal weather conditions delay to count, it must prevent work on Critical Path activities for 50 percent or more of the Contractor's scheduled work crew, for 50 percent or more of the day. 4. The weather must exceed the schedule of monthly adverse weather condition delays based on National Oceanic and Atmospheric Administration (NOAA) historical data for the Project location as stated below. This will constitute the baseline for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all- weather dependent activities. MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON (5) DAY WORK WEEK. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 5 4 3 3 4 4 5 5 3 2 3 5 Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, the Contractor will record on their daily report, the occurrence of adverse and subsequent abnormal weather conditions and resultant impact to normally scheduled work. Actual abnormal weather condition delay days must prevent work on Critical Path activities for 50 percent or more of the Contractor's scheduled work crew, for 50 percent or more of the day. The number of abnormal weather condition delay days shall be days in excess of the actual adverse weather within the designated month, and be calculated chronologically from the first to the last day of each month, and be recorded as full days. Unutilized adverse weather days do not carry-forward or accumulate. In accordance with the above, the Contractor is to notify the Owner (City of Fort Collins Project Manager) within 24 hours of each identified weather condition delay day, and at the end of each month in writing of the number of actual abnormal weather delays they incurred for the month. If the number of actual abnormal weather delay days exceeds the number of anticipated adverse weather delay days listed above, the Project Manager will review the Contractor’s documentation and give full consideration for equivalent fair weather workdays, and track the days on a log. If all four conditions listed above are satisfied, the Owner will issue a change order to the Contractor for the additional days to the project schedule and the general conditions associated with these abnormal weather days. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Addendum 1 Page 1 of 3 ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 9909: Mail Creek Trail Improvements Timberline to Spindlebush OPENING DATE: 3:00 PM (Our Clock) December 19, 2023 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 – Questions & Answers Exhibit A - Project Plan Set Dated September 29 2023 - FLATTENED Please contact Adam Hill, Senior Buyer, at adhill@fcgov.com with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID DOCUMENTS STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 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 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Addendum 1 Page 2 of 3 EXHIBIT 1 – QUESTIONS & ANSWERS 1. Please provide additional information regarding the existing bridge to be utilized on this project including weight, length, width, thickness of IPE, photos, location and will it be the Contractor's responsibility to relocate this bridge to this jobsite? Response: The structure is 10' inside to inside x 40' long, weight is 14kips+/-. Contractor to verify existing IPE thickness on the structure and match existing Contractor shall verify all measurements and weights prior to placing or moving the structure. The Contractor will be responsible for relocating the bridge to the project site. Contractors can visit the bridge which is at the southwest corner of Timberline and Prospect, next to the silos. This location is owned by the City of Fort Collins. 2. Please advise if this project is to be an import, export or balanced site it is not clear from the cross sections and if it is an export site can the excess material be brought to the future Bacon Park site? Response: It is anticipated that there will be excess material from the excavation quantities that can be placed at the future Bacon Park site. 3. What color is all concrete pavement to be? Response: The colored concrete is to be Davis Color “Yosemite Brown”. Refer to specification page 47 subsection 608.02 for more information 4. For the school fence removal work, can this be accomplished while school is in session? Response: Yes, it can. The area is considered detention and is enclosed in fencing on all sides so kids/students cannot get into that area 5. What permits will the Contractor be responsible for procuring? Response: Contractor shall be responsible for all permits required to perform the work in accordance with the contract. These may include: Traffic Control Permit, Fort Collins Excavation Permit/ROW Permit, Stormwater and Erosion Control Permit, Dewatering Permit, Stormwater Management Plan Permit (SWMP) and others as needed. 6. Please provide what scope will be required for tree removal? Response: The Contractor is responsible to have a licensed arborist conduct the tree removals. Prior to the tree removals a pre-demo meeting will need to take place with the City of Fort Collins Forestry Department, the Arborist, Contractor and Owner. 7. Please confirm where Contractor will be able to access the site off of Timberline and Tilden? Response: Yes, the selected Contractor will have access off of Timberline and Tilden. Refer to the plan set sheet 70 – Traffic Control Plan for information on required signage and flaggers in these areas. 8. Please provide the specification for the borrow liner material. Response: Refer to specifications page 12, Subsection 203.02 (g) Borrow (Ditch Liner) DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Addendum 1 Page 3 of 3 9. In reviewing the project specifications, a seed mix was not found, can you please provide the required seed mix. Response: See below native seed mix. Also refer to page 37 of the specs, revision of section 212 soil ammendments, seeding and sodding Table 212- for Temporary Seed Mixes 10. Are you able to provide the CAD files for this project for estimating purposes? Response: CAD files will be issued to the selected Contractor. Estimating/quantities should be used with the bid tabs provided DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Addendum 2 Page 1 of 5 ADDENDUM NO. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 9909: Mail Creek Trail Improvements Timberline to Spindlebush OPENING DATE: 3:00 PM (Our Clock) December 19, 2023 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 – Questions & Answers Please contact Adam Hill, Senior Buyer, at adhill@fcgov.com with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID DOCUMENTS STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Addendum 2 Page 2 of 5 EXHIBIT 1 – QUESTIONS & ANSWERS 1.Please provide a detail for the sidewalk drain. Response: Please refer to Exhibit A plan sheet 36, Sidewalk Drain Detail in the drawing set for more information. 2.Can caissons or helical piers be used for the bridge? Response: No, please bid the project per plans. 3.It was mentioned at the pre-bid meeting that the City would be repurposing the bridge to be used for this project. Will this repurposing be done at the pickup site the bridge is currently at, or at the install site? Response: Either site will be acceptable, and it will be the selected contractor's preference. 4.Question regarding the existing bridge located at Timberline and Prospect, how will the loading/transport/setting of the bridge be paid for? Currently there is no line item for this, can one be created or is incidental to another bid item? Please clarify. Response: This item is to be included into the mobilization bid item 626-00000. Refer to attached “Revision of Section 626 Mobilization, subsection 626.01” for more information. 5.The Structural Plans show the bridge to have (2) bolt holes at the mounting plates. After visiting the bridge, it was noticed that there is only (1) hole on the mounting plates. Please confirm the number of bolts needed for installation of the bridge. Response: There are multiple structures being stored at this location. For bidding and quantity purposes, please assume 2 bolt holes at each mounting plate with bolts placed at each. See below image. 6.What is the classification of the “Borrow” material in the onsite stockpile? Response: Refer to Exhibit B project specifications page 12, Subsection 203.02 (g) Borrow (Ditch Liner) 7.There seems to be confusion on the Borrow item for the Mail Creek Ditch Liner. The bid quantity is 630 tons. Specifications call for Envirogel200 bentonite, however, the Specs do not specify a rate to blend the bentonite into the existing soils or a depth. This is typically DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Addendum 2 Page 3 of 5 between the 4%-10% range, blended into the top 3-4”. Bringing in 630 tons of Bentonite for blending is a very expensive proposition. Can you please clarify what is required? Response: In section 203-00200 Borrow (Ditch Liner) in the bid tab the units are CY, not tons. Our calculations show that the quantity in tons for the Envirogel 200 would be approximately 22 tons. Per the manufactures recommendation they specify an application rate between 2%-8% Please visit the manufactures website or see the attached product cut sheet for more information. https://www.wyoben.com/wp-content/uploads/2021/02/Envirogel200.pdf 8.What are the working hours allowed on this project? Response: 8:00 AM - 5:00 PM Monday to Friday unless otherwise approved by the City of Fort Collins Project Manager. If work needs to occur outside of this timeframe coordinate with Project Manager. 9.Our firm hasn’t found an aggregate company that has class 7, please provide suggestion. Response: Please substitute class 6 aggregate in lieu class 7 aggregate. 10. Does the city have a hydrant meter available to use for water, please provide information? Response: Yes, there is a hydrant at Willow Springs Way and Timberline, and it is near the Southbound outside lane. It can be accessed from Willow Springs Way. 11. Who is responsible for surveying? Will the City provide this or is it the responsibility of the Contractor? If Contractor, there is not a line item for surveying, please advise how this will be paid? Response: As stated in the Bid Advertisement in “Section 00050 Scope of Work” and discussed at the on-site Pre-Bid meeting the City of Fort Collins Engineering/Surveying Department will be conducting all the necessary construction surveying for this project and will coordinate with the selected Contractor. 12. Does the last page of the bid form (page 21 of ITB PDF) require a notary at time of bid submittal or time of award? Response: Page 21 of the bid form must be filled out completely but does request or require a notary. A notary is required under section 00420 Statement of Bidders Qualifications and must be completed with your bid. 13. What is the height of the fence(plastic)? Response: This is primarily for delineation of the Contractors work zone. Standard orange work zone construction fencing is adequate with a minimum of 4’ in height. 14. What is the definition of an LB quantity (structural steel)? Response: Please provide a price per pound (LB) of structural steel to be incorporated into the work. The as-designed quantity is shown in the bid tab in pounds. 15. The concrete specifications call for class B concrete with 1.5 lbs of fiber and elsewhere in the specifications it calls out for DF with 4 lbs of fiber, please advise which is required? DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Addendum 2 Page 4 of 5 Response: Please disregard the Exhibit B project specification section for Class B Concrete with 1.5 LBS of fiber. Refer to page 60 in the project specifications, “Revision of Section 601 Class DF Concrete”, which is required for this project. 16. Testing is not included in the bid tab, please clarify testing requirements? Response: Please refer to “Section 00050 Scope of Work” for more information on concrete and subgrade testing. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Mail Creek Trail Improvements November 15, 2023 47 REVISION OF SECTION 626 MOBILIZATION Section 626 of the Standard Specifications is hereby revised for this project as follows: Subsection 626.01 shall include the following: This work shall consist of transporting the existing pedestrian bridge structure to the project site, as well as placing and setting the structure in its final location. Any costs, permits, staging, crane rentals, or other items associated with the transportation and setting of the structure shall be included in the cost of Mobilization. The Contractor shall be solely responsible for ensuring safe transport to the job site, and any damage done to the existing structure during transport and placement shall be repaired at the Contractor’s expense. The City will facilitate any access requirements to the existing structure as needed. Contractor shall give the City at least 48 hours notice prior to the transfer of the structure. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Addendum 3 Page 1 of 1 ADDENDUM NO. 3 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 9909: Mail Creek Trail Improvements Timberline to Spindlebush OPENING DATE: 3:00 PM (Our Clock) December 19, 2023 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: All references starting on page (22) Section 00400 to page (29) Section 00430 stating “Invitation for Bid 9909 Poudre Trail Spur at I-25 are to be revised to “Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush”. All references starting on page (39) Section 00530 to page (52) Section 00670 stating “Invitation for Bid 9909 Poudre Trail Spur at I-25 are to be revised to “Invitation for Bid 9909 Mail Creek Trail Improvements Timberline to Spindlebush”. Please contact Adam Hill, Senior Buyer, at adhill@fcgov.com with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID DOCUMENTS STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 1/15/2024 (970) 254-0846 (970) 243-3914 12572 RCD Construction, Inc. PO Box 322 Hayden, CO 81639 A 1,500,000 X X S 2323507 7/1/2023 7/1/2024 500,000 15,000 1,500,000 3,000,000 3,000,000 1,000,000A X X S 2323507 7/1/2023 7/1/2024 5,000,000A S 2323507 7/1/2023 7/1/2024 5,000,000 A Leased/Rented Equip S 2323507 7/1/2023 Limit 350,000 A Motor Truck Cargo S 2323507 7/1/2023 7/1/2024 Limit 250,000 Project: 9909 Mail Creek Trail Improvements Timberline to Spindlebush City of Fort Collins is an additional insured in regards to General Liability and Auto Liability per contract. Waiver of subrogation applies to General Liability and Auto Liability. City of Fort Collins Purchasing Division Po Box 580 Fort Collins, CO 80522 RCDCONS-01 SARAM Home Loan & Investment Company 205 North 4th Street Grand Junction, CO 81501 Sara Mendenhall saram@hlic.com Selective Insurance Company Of America 7/1/2024 X X X X X X X X DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA ElitePac® General Liability Extension Endorsement COMMERCIAL GENERAL LIABILITY CG 73 00 01 19 SUMMARY OF COVERAGES (including index) This is a summary of the various additional coverages and coverage modifications provided by this endorsement. No coverage is provided by this summary. Refer to the actual endorsement (Pages 3-through-9) for changes affecting your insurance protection. DESCRIPTION PAGE FOUND Additional Insureds - Primary and Non-Contributory Provision Page 8 Blanket Additional Insureds - As Required By Contract Page 5 x Owners, Lessees or Contractors (includes Architects, Engineers or Surveyors x Lessors of Leased Equipment x Managers or Lessors of Premises x Mortgagees, Assignees and Receivers x Any Other person or organization other than a joint venture x Grantors of Permits Broad Form Vendors Coverage Page 7 Damage To Premises Rented To You (Including Fire, Lightning or Explosion) Page 3 Electronic Data Liability ($100,000)Page 4 Employee Definition Amended Page 9 Employees As Insureds Modified Page 5 Employer’s Liability Exclusion Amended (Not applicable in New York)Page 3 Incidental Malpractice Exclusion modified Page 7 Knowledge of Occurrence, Claim, Suit or Loss Page 7 Liberalization Clause Page 8 Mental Anguish Amendment (Not applicable to New York)Page 9 Newly Formed or Acquired Organizations Page 5 Non-Owned Aircraft Page 3 Non-Owned Watercraft (under 60 feet)Page 3 Not-for-profit Members - as additional insureds Page 5 Personal And Advertising Injury - Discrimination Amendment (Not applicable in New York) Page 8 Products Amendment (Medical Payments)Page 4 Supplementary Payments Amended - Bail Bonds ($5,000) and Loss of Earnings ($1,000) Page 4 Two or More Coverage Parts or Policies Issued By Us Page 8 Unintentional Failure to Disclose Hazards Page 8 Waiver of Transfer of Rights of Recovery (subrogation)Page 8 When Two or More Coverage Parts of this Policy Apply to a Loss Page 3 Copyright, 2018 Selective Insurance Company of America. All rights reserved.CG 73 00 01 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 1 of 9 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA THIS PAGE IS INTENTIONALLY LEFT BLANK. Copyright, 2018 Selective Insurance Company of America. All rights reserved.CG 73 00 01 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 2 of 9 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA ElitePac® General Liability Extension Endorsement COMMERCIAL GENERAL LIABILITY CG 73 00 01 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies the insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The SECTIONS of the Commercial General Liability Coverage Form identified in this endorsement will be amended as shown below. However, if (a) two or more Coverage Parts of this policy, or (b) two or more forms or endorsements within the same Coverage Part apply to a loss,coverage provision(s) with the broadest language will apply, unless specifically stated otherwise within the particular amendment covering that loss. With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. COVERAGES - Amendments SECTION I - COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY EXCLUSIONS Employer’s Liability Amendment (This provision is not applicable in the State of New York). The following is added to Exclusion e. Employer’s Liability under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclusions: This exclusion also does not apply to any “temporary worker”. Non-Owned Aircraft, Auto or Watercraft A.Paragraph (2)of Exclusion g. Aircraft, Auto Or Watercraft under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclus- ions is deleted in its entirety and replaced with the following: (2)A watercraft you do not own that is: (a)Less than 26 feet long and not being used to carry persons or property for a charge; or (b)At least 26 feet, but less than 60 feet long, and not being used to carry persons or property for a charge. Any person is an insured who uses or is responsible for the use of such watercraft with your expressed or implied consent. However, if the insured has any other valid and collectible insurance for “bodily injury” or “property damage” that would be covered under this provision, or on any other basis, this coverage is then excess, and subject to Condition 4. Other Insurance, b. Excess Insurance under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS. B.The following is added to Exclusion g. Aircraft, Auto Or Watercraft under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclusions: This exclusion does not apply to: (6) Any aircraft, not owned or operated by any insured, which is hired, chartered or loaned with a paid crew. However, if the insured has any other valid and collectible insurance for “bodily injury” or “property damage” that would be covered under this provision, or on any other basis, this coverage is then excess, and subject to Condition 4. Other Insurance, b. Excess Insurance under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS. Damage To Premises Rented to You A. The last paragraph of Paragraph 2. Exclusions under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE is deleted in its entirety and replaced with the following: Exclusions c. through n.do not apply to damage by fire, lightning or explosion to premises rented to you or temporarily occupied by you with the permission of the owner. A separate limit of insurance applies to this coverage as described in SECTION III - LIMITS OF INSURANCE. Copyright, 2018 Selective Insurance Company of America. All rights reserved.CG 73 00 01 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 3 of 9 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA B. Paragraph 6.under SECTION III - LIMITS OF INSURANCE is deleted in its entirety and replaced with the following: 6.Subject to Paragraph 5. above, the most we will pay under COVERAGE A for damages because of “property damage” to any one premises, while rented to you, or in the case of damage caused by fire, lightning or explosion, while rented to you or temporarily occupied by you with permission of the owner, for all such damage caused by fire, lightning or explosion proximately caused by the same event, whether such damage results from fire, lightning or explosion or any combination of the three, is the amount shown in the Declara- tions for the Damage To Premises Rented To You Limit. C. Paragraph a.of Definition 9. “Insured contract” under SECTION V - DEFINITIONS is deleted in its entirety and replaced with the following: a.A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning or explosion to premises while rented to you or temporarily occupied by you with the permission of the owner is not an “insured contract”; Electronic Data Liability A.Exclusion p. Access or Disclosure Of Confidential Or Personal Information And Data-related Liability under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclusions is deleted in its entirety and replaced by the following: p. Access or Disclosure Of Confidential Or Personal Information And Data-related Liability Damages arising out of: (1)Any access to or disclosure of any person’s or organization’s confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information or any other type of nonpublic information; or (2)The loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate “electronic data” that does not result from physical injury to tangible property. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by you or others arising out of that which is described in Paragraph (1)or (2) above. B.The following paragraph is added to SECTION III - LIMITS OF INSURANCE: Subject to 5. above, the most we will pay under COVERAGE A for “property damage” because of all loss of “electronic data” arising out of any one “occurrence” is a sub-limit of $100,000. SECTION I - COVERAGE C MEDICAL PAYMENTS EXCLUSIONS Any Insured Amendment Exclusion a. Any Insured under COVERAGE C MEDICAL PAYMENTS, 2. Exclusions is deleted in its entirety and replaced with the following: a. Any Insured To any insured. This exclusion does not apply to: (1) “Not-for-profit members”; (2)“Golfing facility” members who are not paid a fee, salary, or other compensation; or (3) “Volunteer workers”. This exclusion exception does not apply if COVERAGE C MEDICAL PAYMENTS is excluded by another endorsement to this Coverage Part. Product Amendment Exclusion f. Products-Completed Operations Hazard under COVERAGE C MEDICAL PAYMENTS, 2. Exclusions is deleted in its entirety and replaced with the following: f. Products-Completed Operations Hazard Included within the “products-completed operations hazard”. This exclusion does not apply to “your products” sold for use or consumption on your premises, while such products are still on your premises. This exclusion exception, does not apply if COVERAGE C MEDICAL PAYMENTS is excluded by another endorsement to this Coverage Part. SECTION I - SUPPLEMENTARY PAYMENTS - COVERAGES A AND B Expenses For Bail Bonds And Loss Of Earnings A. Subparagraph 1.b. under SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is deleted in its entirety and replaced with the following: b.Up to $5,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. Copyright, 2018 Selective Insurance Company of America. All rights reserved.CG 73 00 01 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 4 of 9 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA B. Subparagraph 1.d. under SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is deleted in its entirety and replaced with the following: d.All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or “suit”, including actual loss of earnings up to $1,000 a day because of time off from work. SECTION II - WHO IS AN INSURED - Amendments Not-for-Profit Organization Members The following paragraph is added to SECTION II - WHO IS AN INSURED: If you are an organization other than a partnership, joint venture, or a limited liability company, and you are a not- for-profit organization, the following are included as additional insureds: 1.Your officials; 2.Your trustees; 3.Your members; 4.Your board members; 5.Your commission members; 6.Your agency members; 7.Your insurance managers; 8.Your elective or appointed officers; and 9.Your “not-for-profit members”. However only with respect to their liability for your activities or activities they perform on your behalf. Employees As Insureds Modified A.Subparagraph 2.a.(1)(a)under SECTION II - WHO IS AN INSURED does not apply to “bodily injury” to a “temporary worker” caused by a co-“employee” who is not a “temporary worker”. B.Subparagraph 2.a.(2)under SECTION II - WHO IS AN INSURED does not apply to “property damage” to the property of a “temporary worker” or “volunteer worker” caused by a co-“employee” who is not a “temporary worker” or “volunteer worker”. C.Subparagraph 2.a.(1)(d) under SECTION II - WHO IS AN INSURED does not apply to “bodily injury” caused by cardio-pulmonary resuscitation or first aid services administered by a co-“employee”. With respect to this provision only, Subparagraph (1) of Exclusion 2. e. Employer’s Liability under SECTION I - COVERAGES, COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY does not apply. Newly Formed Or Acquired Organizations A. Subparagraph 3.a.under SECTION II - WHO IS AN INSURED is deleted in its entirety and replaced with the following: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier. However, COVERAGE A does not apply to “bodily injury” or “property damage” that occurred before you acquired or formed the organization. B. The following paragraph is added to SECTION II - WHO IS AN INSURED,Paragraph 3: If you are engaged in the business of con- struction of dwellings three stories or less in height, or other buildings three stories or less in height and less than 25,000 square feet in area, you will also be an insured with respect to “your work” only, for the period of time described above, for your liability arising out of the conduct of any partnership or joint venture of which you are or were a member, even if that partnership or joint venture is not shown as a Named Insured. However, this provision only applies if you maintain or maintained an interest of at least fifty percent in that partnership or joint venture for the period of that partnership or joint venture. This provision does not apply to any partnership or joint venture that has been dissolved or otherwise ceased to function for more than thirty-six months. With respect to the insurance provided by this provision, Newly Formed or Acquired Organizations, the following is added to SECTION IV - COMMERCIAL GENERAL LIABILITY, Paragraph 4. Other Insurance, Subparagraph b. Excess Insurance: The insurance provided by this provision, Newly Formed or Acquired Organizations,is excess over any other insurance available to the insured, whether primary, excess, contingent or on any other basis. (All other provisions of this section remain unchanged) Blanket Additional Insureds - As Required By Contract Subject to the Primary and Non-Contributory provision set forth in this endorsement, SECTION II - WHO IS AN INSURED is amended to include as an additional insured: A. Owners, Lessees or Contractors/Architects, Engineers and Surveyors 1.Any person or organization for whom you are performing operations when you and such person or organization have agreed in a written contract, written agreement or written permit that such person or organization be added as an additional insured on your commercial general liability policy; and Copyright, 2018 Selective Insurance Company of America. All rights reserved.CG 73 00 01 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 5 of 9 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 2.Any other person or organization, including any architects, engineers or surveyors not engaged by you, whom you are required to add as an additional insured under your policy in the contract or agreement in Paragraph 1. above: Such person or organization is an additional insured only with respect to liability for “bodily injury”, “property damage” or “personal and advertising injury” caused, in whole or in part, by: a.Your acts or omissions; or b.The acts of omissions of those acting on your behalf; in the performance of your ongoing operations performed for the additional insured in Paragraph 1., above. However, this insurance does not apply to: “Bodily injury”, “property damage” or “personal and advertising injury” arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services by or for you, including: a.The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifi- cations; and b.Supervisory, inspection, architectural or engineering activities. Professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you in connection with your operations in your capacity as a construction contractor. A person or organization’s status as an additional insured under this endorsement ends when your operations for the person or organization described in Paragraph 1. above are completed. B. Other Additional Insureds Any of the following persons or organizations with whom you have agreed in a written contract, written agreement or written permit that such persons or organizations be added as an additional insured on your commercial general liability policy: 1. Lessors of Leased Equipment Any person or organization from whom you lease equipment, but only with respect to liability for “bodily injury”, “property damage” or “per- sonal and advertising injury” caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person or organization. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any “occurrence” which takes place after the equipment lease expires. 2. Managers or Lessors of Premises Any person or organization from whom you lease premises, but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises leased to you. This insurance does not apply to any “occur- rence” which takes place after you cease to be a tenant of that premises. 3. Mortgagees, Assignees or Receivers Any person or organization with respect to their liability as mortgagee, assignee or receiver and arising out of the ownership, maintenance or use of your premises. This insurance does not apply to any “occurrence” which takes place after the mortgage is satisfied, or the assignment or receivership ends. 4. Any Person or Organization Other Than A Joint Venture Any person or organization (other than a joint venture of which you are a member), but only with respect to liability for “bodily injury”, “property damage” or “personal and advertising injury” caused, in whole or in part, by your acts or omissions or the acts of omissions of those acting on your behalf in the performance of your ongoing operations or in connection with property owned by you. 5. State or Governmental Agency or Political Subdivision - Permits or Authorizations Any state or governmental agency or subdivision or political subdivision, but only with respect to: a.Operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization; or b.The following hazards for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization in connection with premises you own, rent or control and to which this insurance applies: Copyright, 2018 Selective Insurance Company of America. All rights reserved.CG 73 00 01 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 6 of 9 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA (1)The existence, maintenance, repair, construction, erection or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners or decorations and similar exposures; (2)The construction, erection or removal of elevators; or (3)The ownership, maintenance or use of any elevators covered by this insurance. This insurance does not apply to: (a)“Bodily injury”or “property damage” arising out of operations performed for the federal government, state or municipality; or (b)“Bodily injury” or “property damage” included within the “products- completed operations hazard”. With respect to Paragraphs 2. through 4., this insurance does not apply to structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. The provisions of this coverage extension do not apply unless the written contract or written agreement has been signed by the Named Insured or written permit issued prior to the “bodily injury” or “property damage” or “personal and advertising injury”. Broad Form Vendors Coverage Subject to the Primary and Non-Contributory provision set forth in this endorsement, SECTION II - WHO IS AN INSURED is amended to include as an additional insured any person or organization (referred to below as vendor) for whom you have agreed in a written contract or written agreement to provide coverage as an additional insured under your policy. Such person or organization is an additional insured only with respect to “bodily injury” or “property damage” arising out of “your products” which are distributed or sold in the regular course of the vendor’s business. However, the insurance afforded the vendor does not apply to: a.“Bodily injury” or “property damage” for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement; however this exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; b.Any express warranty unauthorized by you; c.Any physical or chemical change in the product made intentionally by the vendor; d.Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; e.Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business in connection with the sale of the product; or f.Products which, after distribution or sale by you, have been labeled or re-labeled or used as a container, part of ingredient of any other thing or substance by or for the vendor; however this insurance does not apply to any insured person or organization, from who you have acquired such products, or any ingredient, part or container, entering into, accompanying or con- taining such products. The provisions of this coverage extension do not apply unless the written contract or written agreement has been signed by the Named Insured prior to the “bodily injury” or “property damage”. Incidental Malpractice Subparagraph 2.a.(1)(d)under SECTION II - WHO IS AN INSURED is deleted in its entirety and replaced with the following: (d)Arising out of his or her providing or failing to provide professional health care services. This does not apply to nurses, emergency medical technicians or paramedics if you are not in the business or occupation of providing any such professional services. This also does not apply to “bodily injury” caused by cardio-pulmonary resuscitation or first aid services administered by a co-“employee”. This provision does not apply if you are a Social Service or Senior Living risk. SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS - Amendments Knowledge Of Occurrence, Claim, Suit Or Loss The following is added to Paragraph 2. Duties in the Event of Occurrence, Offense, Claim or Suit under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: The requirements under this paragraph do not apply until after the “occurrence” or offense is known to: 1.You, if you are an individual; 2.A partner, if you are a partnership; Copyright, 2018 Selective Insurance Company of America. All rights reserved.CG 73 00 01 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 7 of 9 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 3.An “executive officer” or insurance manager, if you are a corporation; 4.Your members, managers or insurance manager, if you are a limited liability company; or 5.Your elected or appointed officials, officers, members, trustees, board members, commission members, agency members, or your administrator or your insurance manager if you are an organization other than a partnership, joint venture, or limited liability company. Primary and Non-Contributory Provision The following is added to Paragraph 4. Other Insur- ance, b. Excess Insurance under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: This insurance is primary to and we will not seek contribution from any other insurance available to an additional insured under this policy provided that: (1)The additional insured is a Named Insured under such other insurance; and (2)You have agreed in a written contract, written agreement or written permit that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. Unintentional Failure To Disclose Hazards The following is added to Paragraph 6. Representations under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: However, if you should unintentionally fail to disclose any existing hazards in your representations to us at the inception date of the policy, or during the policy period in connection with any additional hazards, we shall not deny coverage under this Coverage Part based upon such failure to disclose hazards. Waiver Of Transfer Of Rights Of Recovery The following is added to Paragraph 8. Transfer of Rights Of Recovery Against Others To Us under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: We will waive any right of recovery we may have against a person or organization because of payments we make for “bodily injury” or “property damage” arising out of your ongoing operations or “your work” done under a written contract or written agreement and included in the “products-completed operations hazard”, if: 1.You have agreed to waive any right of recovery against that person or organization in a written contract or written agreement; 2. Such person or organization is an additional insured on your policy; or 3.You have assumed the liability of that person or organization in that same contract, and it is an “insured contract”. The section above only applies to that person or organization identified above, and only if the “bodily injury” or “property damage” occurs subsequent to the execution of the written contract or written agreement. Liberalization The following condition is added to SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: If we revise this Coverage Part to provide more coverage without additional premium charge, subject to our filed company rules, your policy will automatically provide the additional coverage as of the day the revision is effective in your state. Two or More Coverage Parts or Policies Issued By Us (This provision is not Applicable in the state of New York or Wisconsin). The following condition is added to SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: It is our intention that the various coverage parts or policies issued to you by us, or any company affiliated with us, do not provide any duplication or overlap of coverage. We have exercised diligence to draft our coverage parts and policies to reflect this intention. However, if the facts and circumstances that will respond to any claim or “suit” give rise to actual or claimed duplication or overlap of coverage between the various coverage parts or policies issued to you by us or any company affiliated with us, the limit of insurance under all such coverage parts or policies combined shall not exceed the highest applicable limit under this coverage, or any one of the other coverage forms or policies. This condition does not apply to any Excess or Umbrella policy issued by us specifically to apply as excess insurance over this coverage part or policy to which this coverage part is attached. SECTION V - DEFINITIONS Discrimination (This provision does not apply in New York). A.The following is added to Definition 14. “Personal and advertising injury”: “Personal and advertising injury” also means “discrimination” that results in injury to the feelings or reputation of a natural person, however only if such “discrimination” or humiliation is: 1.Not done by or at the direction of: a.The insured; or Copyright, 2018 Selective Insurance Company of America. All rights reserved.CG 73 00 01 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 8 of 9 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA b.Anyone considered an insured under SECTION II - WHO IS AN INSURED; 2.Not done intentionally to cause harm to another person. 3.Not directly or indirectly related to the em- ployment, prospective employment or termi- nation of employment of any person or persons by any insured. 4. Not arising out of any “advertisement” by the insured. B.The following definition is added to SECTION V - DEFINITIONS: “Discrimination” means: a.Any act or conduct that would be considered discrimination under any applicable federal, state, or local statute, ordinance or law; b.Any act or conduct that results in disparate treatment of, or has disparate impact on, a person, because of that person’s race, religion, gender, sexual orientation, age, disability or physical impairment; or c.Any act or conduct characterized or interpreted as discrimination by a person based on that person’s race, religion, gender, sexual orienta- tion, age, disability or physical impairment. It does not include acts or conduct characterized or interpreted as sexual intimidation or sexual harass- ment, or intimidation or harassment based on a person’s gender. Electronic Data The following definition is added to SECTION V - DEFINITIONS: “Electronic data” means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tapes, drives, cell, data processing devices or any other media which are used with electronically controlled equipment. For the purpose of the Electronic Data Liability coverage provided by this endorsement, Definition 17. “Property damage” is deleted in its entirety and replaced by the following: 17.“Property damage” means: a.Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; or b. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate “electronic data”, resulting from physical injury to tangible property. All such loss of “electronic data” shall be deemed to occur at the time of the “occurrence” that caused it. For the purpose of the Electronic Data Liability coverage provided by this endorsement, “electronic data” is not tangible property. Employee Amendment Definition 5. “Employee” under SECTION V - DEFINI- TIONS is deleted in its entirety and replaced by the following: 5.“Employee” includes a “leased worker”, or a “temporary worker”. If you are a School, “Employee” also includes a student teacher. Golfing Facility The following definition is added to SECTION V - DEFINITIONS: “Golfing facility” means a golf course, golf club, driving range, or miniature golf course. Mental Anguish Amendment (This provision does not apply in New York). Definition 3. “Bodily injury” under SECTION V - DEFINITIONS is deleted in its entirety and replaced with the following: 3.“Bodily injury” means bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any time. This includes mental anguish resulting from any bodily injury, sickness or disease sustained by a person. (In New York, mental anguish has been determined to be “bodily injury”). Not-for-profit Member The following definition is added to SECTION V - DEFINITIONS: “Not-for-profit member” means a person who is a member of a not-for-profit organization, including clubs and churches, who receives no financial or other compensation. Copyright, 2018 Selective Insurance Company of America. All rights reserved.CG 73 00 01 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 9 of 9 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA ElitePac® Commercial Automobile Extension COMMERCIAL AUTO CA 78 09 11 17 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Business Auto Coverage Form apply unless modified by the endorsement. AMENDMENTS TO SECTION II - LIABILITY COVER- AGE A.If this policy provides Auto Liability coverage for Owned Autos, the following extensions are applica- ble accordingly: NEWLY ACQUIRED OR FORMED ORGANIZA- TIONS The following is added to SECTION II, A.1. - Who Is An Insured: Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no similar insurance available to that organi- zation. However: 1.Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; 2.Coverage does not apply to “bodily injury” or “property damage” resulting from an “accident” that occurred before you acquired or formed the organization. No person or organization is an “insured” with re- spect to the conduct of any current or past partner- ship, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. EXPENSES FOR BAIL BONDS AND LOSS OF EARNINGS Paragraphs (2)and (4)of SECTION II, A.2.a. - Supplementary Payments are deleted in their entirety and replaced with the following: (2)Up to the Limit of Insurance shown on the ElitePac Schedule for the cost of bail bonds (in- cluding bonds for related traffic law violations) required because of an “accident” covered under this policy. We do not have to furnish these bonds. (4)All reasonable expenses incurred by the “insured” at our request. This includes actual loss of earnings because of time off from work, which we will pay up to the Limit of Insurance shown on the ElitePac Schedule. EMPLOYEE INDEMNIFICATION AND EMPLOY- ER’S LIABILITY AMENDMENT The following is added to SECTION II, B.4. - Exclusions: This exclusion does not apply to a “volunteer work- er” who is not entitled to workers compensation, disability or unemployment compensation benefits. FELLOW EMPLOYEE COVERAGE The Fellow Employee Exclusion,SECTION II, B.5. - is deleted in its entirety. CARE, CUSTODY OR CONTROL AMENDMENT The following is added to SECTION II, B.6. - Exclusions: This exclusion does not apply to property owned by anyone other than an “insured”, subject to the follow- ing: 1.The most we will pay under this exception for any one “accident” is the Limit of Insurance stat- ed in the ElitePac Schedule; and 2.A per “accident” deductible as stated in the ElitePac Schedule applies to this exception. B.If this policy provides Auto Liability coverage for Owned Autos or Non-Owned Autos, the following extension is applicable accordingly: LIMITED LIABILITY COMPANIES The following is added to SECTION II, A.1. - Who Is An Insured: If you are a limited liability company, your members and managers are “insureds” while using a covered “auto” you don’t own, hire or borrow during the course of their duties for you. BLANKET ADDITIONAL INSUREDS - As Required By Contract The following is added to SECTION II, A.1. - Who Is An Insured: Copyright, 2017 Selective Insurance Company of America. All rights reserved.CA 78 09 11 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 1 of 5 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Any person or organization whom you have agreed in a written contract, written agreement or written permit that such person or organization be added as an additional “insured” on your policy. Such person or organization is an additional “insured” only with respect to liability for “bodily injury” or “property damage” caused, in whole or in part, by your owner- ship, maintenance or use of a covered “auto”. This coverage shall be primary and non-contributory with respect to the additional “insured”. This provision only applies if: 1.It is required in the written contract, written agreement or written permit identified in this sec- tion; 2.It is permitted by law; and 3.The written contract or written agreement has been executed (executed means signed by a named insured) or written permit issued prior to the “bodily injury” or “property damage”. C.If this policy provides Auto Liability coverage for Non- Owned Autos, the following extension is applicable accordingly: EMPLOYEES AS INSUREDS If this policy provides Auto Liability coverage for Non-Owned Autos, the following is added to SECTION II, A.1. - Who Is An Insured: Any “employee” of yours is an “insured” while using a covered “auto” you don’t own, hire or borrow in your business or your personal affairs. An “employee” of yours is an “insured” while operat- ing an “auto” hired or rented under a contract or agreement in that “employee’s” name with your per- mission, while performing duties related to the con- duct of your business. AMENDMENTS TO SECTION III - PHYSICAL DAMAGE COVERAGE If this policy provides Comprehensive, Specified Causes of Loss or Collision coverage, the following extensions are applicable for those “autos” for which Comprehen- sive, Specified Causes of Loss or Collision coverage is purchased: TOWING AND LABOR SECTION III, A.2. - Towing is deleted in its entirety and replaced with the following: We will pay all reasonable towing and labor costs up to the maximum Limit of Insurance shown on the ElitePac Schedule per tow each time a covered “Private Passen- ger Auto”, “Social Service Van or Bus” or “Light Truck” is disabled and up to the maximum Limit of Insurance per tow each time a covered “Medium Truck”, “Heavy Truck” or “Extra Heavy Truck” is disabled. For labor charges to be eligible for reimbursement the labor must be performed at the place of disablement. This coverage extension does not apply to Emergency Services Organizations and Governmental Entities. GLASS BREAKAGE DEDUCTIBLE The following is added to SECTION III, A.3. - Glass Breakage - Hitting A Bird Or Animal - Falling Objects or Missiles: If damaged glass is repaired rather than replaced, no deductible will apply for such repair. This extension does not apply to Emergency Services Organizations and Governmental Entities. ADDITIONAL TRANSPORTATION EXPENSES SEC- TION III, A.4.a. - Transportation Expenses is deleted in its entirety and replaced with the following: We will pay up to the maximum Limit of Insurance shown on the ElitePac Schedule for temporary transportation expenses that you incur because of any “loss” to a cov- ered “auto”, but only if the covered “auto” carries the coverages and meets the requirements described in 1. or 2.below: 1.We will pay temporary transportation expenses for total theft of a covered “auto”. We will only pay for such expenses incurred during the period beginning 24 hours after the theft and ending, regardless of the policy’s expiration, when the covered “auto” is re- turned to use or we pay for its “loss”. 2.For “loss” other than total theft of a covered “auto” under Comprehensive or Specified Causes of Loss Coverage, or for any “loss” under Collision Coverage to a covered “auto”, we will only pay for those tem- porary transportation expenses incurred during the policy period beginning 24 hours after the “loss” and ending, regardless of the policy’s expiration, with the lesser of the number of days reasonably required to repair or replace the covered “auto” or 30 days. Paragraph 2.of this extension does not apply while there are spare or reserve “autos” available to you for your operations. This coverage extension does not apply to Emergency Services Organizations and Governmental Entities. HIRED AUTO PHYSICAL DAMAGE COVERAGE The following is added to SECTION III, A.4. - Coverage Extensions: Physical Damage coverage is hereby extended to apply to Physical Damage “loss” to “autos” leased, hired, rent- ed or borrowed without a driver. We will provide cover- age equal to the broadest coverage available to any covered “auto” shown in the Declarations. But, the most we will pay for “loss” to each “auto” under this coverage extension is the lesser of: Copyright, 2017 Selective Insurance Company of America. All rights reserved.CA 78 09 11 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 2 of 5 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 1.The Limit of Insurance stated in the ElitePac Sched- ule; or 2.The actual cash value of the damaged or stolen property as of the time of the “loss”; or 3.The actual cost of repairing or replacing the dam- aged or stolen property with other property of like kind and quality. A part is of like kind and quality when it is of equal or better condition than the pre- accident part. We will use the original equipment from the manufacturer when: (a)The operational safety of the vehicle might otherwise be impaired; (b)Reasonable and diligent efforts to locate the appropriate rebuilt, aftermarket or used part have been unsuccessful; or (c)A new original equipment part of like kind and quality is available and will result in the lowest overall repair cost. For each leased, hired, rented or borrowed “auto” our obligation to pay “losses” will be reduced by a deductible equal to the highest deductible applicable to any owned “auto” for that coverage. No deductible will be applied to “losses” caused by fire or lightning. SECTION IV, B.5. Other Insurance Condition, Para- graph 5.b.is deleted in its entirety and replaced by the following: For Hired Auto Physical Damage Coverage, the follow- ing are deemed to be covered “autos’” you own: 1.Any covered “auto” you lease, hire, rent, or borrow; and 2.Any covered “auto” hired or rented by your “em- ployee” under a contract or agreement in that “employee’s” name, with your permission, while performing duties related to the conduct of your business. However, any “auto” that is leased, hired, rented or borrowed with a driver is not a covered “auto”. This coverage extension does not apply to Emergency Services Organizations and Governmental Entities. HIRED AUTO LOSS OF USE COVERAGE The following is added to SECTION III, A.4. - Coverage Extensions: We will pay expenses for which you are legally responsi- ble to pay up to the Limit of Insurance shown on the ElitePac Schedule per “accident” for loss of use of a leased, hired, rented or borrowed “auto” if it results from an “accident”. This coverage extension does not apply to Emergency Services Organizations, Governmental Entities, and Schools. AUTO LOAN/LEASE GAP COVERAGE (Not Applica- ble in New York) The following is added to SECTION III, A.4. - Coverage Extensions: In the event of a total “loss” to a covered “auto” we will pay any unpaid amount due on the lease or loan for a covered “auto”, less: 1.The amount paid under the Physical Damage Cover- age Section of the policy; and 2.Any: a.Overdue lease/loan payments at the time of “loss”; b.Financial penalties imposed under a lease for excessive use, abnormal wear and tear, high mileage or similar charges; c.Security deposits not refunded by the lessor or financial institution; d.Costs for extended warranties, credit life, health, accident, or disability insurance purchased with the loan or lease; and e.Carry-over balances from previous leases or loans. You are responsible for the deductible applicable to the “loss” for the covered “auto”. PERSONAL EFFECTS The following is added to SECTION III, A.4. - Coverage Extensions: If this policy provides Comprehensive Coverage for a covered “auto” you own and that covered “auto” is stolen, we will pay up to the Limit of Insurance shown on the ElitePac Schedule, without application of a deducti- ble, for lost personal effects that were in the covered “auto” at the time of theft. Personal effects do not include jewelry, tools, money, or securities. This coverage is excess over any other collectible insurance. AIRBAG COVERAGE The following is added to SECTION III, B.3.a. - Exclu- sions: Mechanical breakdown does not include the accidental discharge of an airbag. This coverage extension does not apply to Emergency Services Organizations and Governmental Entities. EXPANDED AUDIO, VISUAL, AND DATA ELEC- TRONIC EQUIPMENT COVERAGE SECTION III, B.4. - Exclusions This exclusion does not apply to the following: 1.Global positioning systems; 2. “Telematic devices”; or 3.Electronic equipment that reproduces, receives or transmits visual or data signals and accessories used with such equipment, provided such equipment is: Copyright, 2017 Selective Insurance Company of America. All rights reserved.CA 78 09 11 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 3 of 5 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA a.Permanently installed in or upon the covered “auto” at the time of the “loss”; b.Removable from a housing unit that is perma- nently installed in the covered “auto” at the time of the “loss”; c.Designed to be solely operated by use of power from the “auto’s” electrical system; or d.Designed to be used solely in or upon the covered “auto”. For each covered “loss” to such equipment, a deductible of $50 shall apply, unless the deductible otherwise appli- cable to such equipment is less than $50, at which point the lower deductible, if any, will apply. COMPREHENSIVE DEDUCTIBLE - LOCATION TRACKING DEVICE The following is added to SECTION III, D. - Deductible: Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any “loss” caused by theft if the covered “auto” is equipped with a location tracking device and that device was the sole method used to recover the “auto”. PHYSICAL DAMAGE LIMIT OF INSURANCE SECTION III, C. - Limit Of Insurance is deleted in its entirety and replaced with the following: The most we will pay for a “loss” in any one “accident” is the lesser of: 1.The actual cash value of the damaged or stolen property as of the time of the “loss”; or 2.The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality. This coverage extension does not apply to Emergency Services Organizations and Governmental Entities. AMENDMENTS TO SECTION IV - BUSINESS AUTO CONDITIONS DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS The following is added to SECTION IV, A.2.a. - Duties In The Event Of Accident, Claim, Suit Or Loss: The notice requirements for reporting “accident” claim, “suit” or “loss” information to us, including provisions related to the subsequent investigation of such “acci- dent”, claim, “suit” or “loss” do not apply until the “accident”, claim, “suit” or “loss” is known to: 1.You, if you are an individual; 2.A partner, if you are a partnership; 3.An executive officer or insurance manager, if you are a corporation; 4.Your members, managers or insurance manager, if you are a limited liability company; 5.Your elected or appointed officials, trustees, board members or your insurance manager, if you are an organization other than a partnership, joint venture or limited liability company. But, this section does not amend the provisions relating to notification of police or protection or examination of the property that was subject to the “loss”. WAIVER OF SUBROGATION SECTION IV, A.5. - Transfer Of Rights Of Recovery Against Others To Us is deleted in its entirety and replaced with the following: We waive any right of recovery we may have against any person or organization because of payments we make for “bodily injury” or “property damage” resulting from the ownership, maintenance or use of a covered “auto” but only when you have assumed liability for such “bodily injury” or “property damage” in an “insured con- tract”. In all other circumstances, if a person or organiza- tion to or for whom we make payment under this Cover- age Form has rights to recover damages from another, those rights are transferred to us. MULTIPLE DEDUCTIBLES The following is added to SECTION IV, A. - Loss Conditions: If a “loss” from one event involves two or more covered “autos” and coverage under Comprehensive or Specified Causes of Loss applies, only the highest applicable deductible will be applied. CONCEALMENT, MISREPRESENTATION OR FRAUD The following is added to SECTION IV, B.2. - Conceal- ment, Misrepresentation Or Fraud: If you should unintentionally fail to disclose any existing hazards in your representations to us prior to the incep- tion date of the policy or during the policy period in connection with any newly discovered hazards, we will not deny coverage under this Coverage Form based upon such failure. POLICY PERIOD, COVERAGE TERRITORY SECTION IV, B.7. - Policy Period, Coverage Territory is deleted in its entirety and replaced with the following: Under this Coverage Form, we cover “accidents” and “losses” occurring: a.During the policy period shown in the Declarations; and b.Within the “Coverage Territory”. Copyright, 2017 Selective Insurance Company of America. All rights reserved.CA 78 09 11 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 4 of 5 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA We also cover “loss” to or “accidents” involving a cov- ered “auto” while being transported between any of these places. TWO OR MORE COVERAGE FORMS OR POLICIES ISSUED BY US - DEDUCTIBLES The following is added to SECTION IV, B.8. - Two Or More Coverage Forms Or Policies Issued By Us: If a “loss” covered under this Coverage Form also in- volves a “loss” to other property resulting from the same “accident” that is covered under this policy or another policy issued by us or any member company of ours, only the highest applicable deductible will be applied. AMENDMENTS TO SECTION V - DEFINITIONS BODILY INJURY INCLUDING MENTAL ANGUISH (Not Applicable in New York) The definition of bodily injury is deleted in its entirety and replaced by the following: “Bodily injury” means bodily injury, sickness, or disease sustained by a person, including death resulting from any of these. “Bodily injury” includes mental anguish resulting from bodily injury, sickness or disease sus- tained by a person. ADDITIONS TO SECTION V - DEFINITIONS COVERAGE TERRITORY “Coverage Territory” means: 1.The United States of America (including its territories and possessions), Canada and Puerto Rico; and 2.Anywhere in the world, except for any country or jurisdiction that is subject to trade or other economic sanction or embargo by the United States of America, if a covered “auto” is leased, hired, rented, or borrowed without a driver for a period of 30 days or less, and the insured’s responsibility to pay “dam- ages” is determined in a “suit” on the merits in and under the substantive law of the United States of America (including its territories and possessions), Puerto Rico, or Canada, or in a settlement we agree to. If we are prevented by law, or otherwise, from defending the “insured” in a “suit” brought in a location described in Paragraph 2.above, the insured will conduct a defense of that “suit”. We will reimburse the “insured” for the rea- sonable and necessary expenses incurred for the de- fense of any such “suit” seeking damages to which this insurance applies, and that we would have paid had we been able to exercise our right and duty to defend. EXTRA HEAVY TRUCK “Extra Heavy Truck” means a truck with a gross vehicle weight rating of 45,001 pounds or more. HEAVY TRUCK “Heavy Truck” means a truck with a gross vehicle weight rating of 20,001 pounds to 45,000 pounds. LIGHT TRUCK “Light Truck” means a truck with a gross vehicle weight rating of 10,000 pounds or less. MEDIUM TRUCK “Medium Truck” means a truck with a gross vehicle weight rating of 10,001 pounds to 20,000 pounds. PRIVATE PASSENGER AUTO “Private Passenger Auto” means a four-wheel “auto” of the private passenger or station wagon type. A pickup, panel truck or van not used for business is included within the definition of a “private passenger auto”. SOCIAL SERVICE VAN OR BUS “Social Service Van or Bus” means a van or bus used by a government entity, civic, charitable or social service organization to provide transportation to clients inci- dental to the social services sponsored by the organiza- tion, including special trips and outings. TELEMATIC DEVICE “Telematic Device” includes devices designed for the collection and dissemination of data for the purpose of monitoring vehicle and/or driver performance. This in- cludes Global Positioning System technology, wireless safety communications and automatic driving assistance systems, all integrated with computers and mobile com- munications technology in automotive navigation sys- tems. VOLUNTEER WORKER “Volunteer worker” means a person who performs busi- ness duties for you, for no financial or other compensa- tion. Copyright, 2017 Selective Insurance Company of America. All rights reserved.CA 78 09 11 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission.Page 5 of 5 INSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPYINSURED'S COPY DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA Pinnacol Assurance 7501 E. Lowry Blvd. Denver, CO 80230-7006 RCD Construction, Inc. Po Box 322 Hayden, CO 81639 01/15/2024 4198531 07/01/2023 07/01/2024 1,000,000 1,000,000 1,000,000 Associates Insurance Group 2383599 City of Fort Collins Purchasing Division PO Box 580 Fort Collins, CO 80522 Unless otherwise stated in the policy provisions, coverage in Colorado only. DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA CERTIFICATE HOLDER COPY City of Fort Collins Purchasing Division PO Box 580 Fort Collins, CO 80522 DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 2nd DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 2nd DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 2nd DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 2nd DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA 2nd DocuSign Envelope ID: 2F601E20-BD24-4759-A9A3-E27E4F8DA7DA