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Home My WebLink AboutWORK ORDER - RFP - 7616 WETLAND RIVER & FLOODPLAIN ECOLOGICAL RESTORATION (16)CITY OF FORT COLLINS WORK ORDER Udall Natural Area Bank Restoration WORK ORDER NO. NA - 101 DATE: September 5, 2017 CONTRACTOR: Biohabitats, Inc. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B TABLE OF CONTENTS AGREEMENT FORMS 00525 Work Order, Notice of Award & Bid Schedule 00530 Work Order 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) 00651 Lien Waiver Release (SUBCONTRACTOR) 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 Work Order Change Order Form 00960 Application for Payment DRAWINGS DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00500 CONSTRUCTION WORK ORDER AGREEMENT FORMS 00525 Work Order, Notice of Award & Bid Schedule 00530 Work Order Notice to Proceed DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00525 WORK ORDER, NOTICE OF AWARD AND BID SCHEDULE TO: Biohabitats, Inc. WORK ORDER NUMBER: NA - 101 PURCHASE ORDER: TITLE: Udall Natural Area Bank Restoration ORIGINAL BID/RFP NUMBER & NAME: 7616 Wetland, River & Floodplain Ecological Restoration NOTICE OF AWARD DATE: September 5, 2017 OWNER: City of Fort Collins (hereinafter referred to as OWNER) 1. WORK. You are hereby notified that your bid dated September 5, 2017, for the above Work Order has been considered. Pursuant to your AGREEMENT with OWNER dated August 15, 2014, you have been awarded a Work Order for this Work Order Description: A. Biohabitats will assume responsibility for the construction of the Udall Restoration project. At each step of the project, Biohabitats is committed to maintaining ongoing, open communication (via regular meetings, telephone conversations, and emails) with City representatives to ensure that the project is developing in alignment with expectations and needs. 2. CONTRACT PRICE, BONDS AND CERTIFICATES. The price of your Work Order is Three Hundred Twenty-Five Thousand Eight Hundred Forty Dollars ($325,840). Pursuant to the AGREEMENT and the Contract Documents, Performance and Payment Bonds and insurance are required. 3. CONTRACT TIMES. Pursuant to the AGREEMENT and the Contract Documents, the date for Substantial Completion of this Work Order is November 15, 2017, and after Substantial Completion, the date for Final Acceptance is Thirty (30) calendar days after Substantial Completion. 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 paragraph 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 proceeding 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) CONTACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Zero dollars ($0) for each calendar day or fraction thereof that expires after November 15, 2017 until the work is Substantially Complete. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B 2) Final Acceptance: After Substantial Completion, Zero dollars ($0) for each calendar day or fraction thereof that expires after the thirty (30) calendar day period after Substantial Completion for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. 5. EXECUTION. One (1) copies of this proposed Work Order & Notice of Award, and accompanying amendments or supplements to the Contract Documents (except any applicable Drawings) incorporated herein, are provided. One (1) sets of any applicable Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is, by September 20, 2017. A. You must deliver to OWNER one (1) fully-executed counterparts of this Work Order, including all amendments or supplements to the Contract Documents incorporated herein. Each Work Order must bear your signature as provided. B. You must deliver with the executed Work Order the Contract Security (Bonds) and insurance, as specified in the Agreement, this Work Order, the General Conditions (Article 5.1) and the Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned and to annul this Work Order & Notice of Award. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully-signed counterpart of this Work Order with any amendments or supplements to the Contract Documents attached. CONTRACTOR’S NOTICE OF AWARD REPRESENTATION & EXECUTION: CONTRACTOR agrees to perform the services identified above, in accordance with the terms and conditions contained herein and in the AGREEMENT dated August 15, 2014, and the NOTICE OF AWARD dated September 5, 2017, between the parties. In the event of a conflict between or ambiguity in the terms of the AGREEMENT or specific Work Orders, the AGREEMENT shall control. CONTRACTOR: BIOHABITATS, INC. By: Date: Name: Title: DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B CFO 9/20/2017 Adam Feuerstein No new insurance required OWNER’S ACCEPTANCE & EXECUTION: This Work Order and the attached Contract Documents are hereby accepted and incorporated herein by this reference and the attached Notice to Proceed is hereby given. REVIEWED: ___________________________________________ Date: __________ Elliot Dale, Senior Buyer ACCEPTANCE: Date: Rick Bachand, Project Manager ACCEPTANCE: ___________________________________________ Date: __________ Gerry Paul Purchasing Director (if greater than $60,000) APPROVED AS TO FORM: _________________________ ATTEST: DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B 9/21/2017 9/21/2017 Senior Assistant City Attorney 9/25/2017 Interim City Clerk BID SCHEDULE AND SCOPE OF WORK Biohabitats Labor (includes Construction Administration and Supervision) Material Procurement, Pre-Construction Meeting, Construction Administration $ 5,500.00 Construction Supervision $29,230.00 Post construction -- as built $ 2,760.00 TOTAL BIO FEE $ 37,490.00 ITEM UNIT QTY UNIT COST Budhoe Backhoe (includes bond) LS 1 $ 150,000.00 $ 150,000.00 Jordan Tree Moving (Large Cottonwood transplant) LS 1 $ 5,000.00 $ 5,000.00 Survey staking and as-built survey LS 1 $ 4,000.00 $ 4,000.00 LS 1 $ - LS 1 $ - LS 0 $ - TOTAL GRADING & SURVEYOR $ 159,000.00 ITEM UNIT QTY UNIT COST Plants, mulch, delivery LS 1 $ 8,000.00 $ 8,000.00 TOTAL PLANT MATERIAL $ 8,000.00 ITEM UNIT QTY UNIT COST Planting, caging, mobilization, bond LS 1 $ 6,500.00 $ 6,500.00 TOTAL PLANTING $ 6,500.00 ITEM UNIT QTY UNIT COST Erosion and Sediment Control Wattles LS 1 $ 1,500.00 $ 1,500.00 Boulders LS 1 $ 30,000.00 $ 30,000.00 Matting (material & installation) LS 1 $ 6,000.00 $ 6,000.00 Topsoil delivered LS 1 $ 12,000.00 $ 12,000.00 Misc items (aggregate for access road and overlook) LS 1 $ 10,000.00 $ 10,000.00 TOTAL OTHER ITEMS $ 59,500.00 ITEM UNIT QTY UNIT COST Subtotal $ 270,490 Biohabitats Payment and Performance Bond $ 8,000 Contingency Contingency $ 47,350 TOTAL $ 325,840 Contingency will not be utilized unless approved by the City of Fort Collins. Plant Material Plant Installation Other Items Grading and Survey Table 1 Udall Restoration Construction Engineer's Estimate of Probable Costs 5-Sep-17 PHASE -- CONSTRUCTION DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B Env Env. Sci TOTAL TOTAL Principal Project Mgr Sr. Eng. Scientist Operator HOURS LABOR Category--CONTRACT RATES $175.00 $135.00 $125.00 $115.00 $95.00 DESCRIPTION Mtgs/Material Procurement/Cons Admin Preconstruction&Procurement 0 8 8 4 4 24 Construction Admin 0 12 4 4 0 20 total hours 0 20 12 8 4 44 $0.00 $2,700.00 $1,500.00 $920.00 $380.00 $5,500.00 Construction Supervision Construction Oversight -grading 1 100 100 0 0 201 Construction Oversight -planting 1 4 4 16 0 25 2 104 104 16 0 $350.00 $14,040.00 $13,000.00 $1,840.00 $0.00 $29,230.00 Post construction -- as built Coord. As-built Survey 0 4 8 4 8 24 04848 $0.00 $540.00 $1,000.00 $460.00 $760.00 $2,760.00 TOTAL $37,490.00 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00530 WORK ORDER NOTICE TO PROCEED NOTICE TO PROCEED DATE: September 5, 2017 WORK ORDER TITLE: Udall Natural Area Bank Restoration WORK ORDER NUMBER: NA - 101 TO: Biohabitats, Inc. Attn: Adam Feuerstein 1732 Wazee St. Ste 209 Denver, CO 80202 This notice is to advise you: That the Work Order and all amendments and supplements to the Contract Documents covering the above described Work have been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance and Payment Bonds and insurance have been received by the OWNER. That the OWNER has approved the said Work Order and Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Work Order and the AGREEMENT. The dates for Substantial Completion and Final Acceptance shall be November 15, 2017, and December 30, 2017, respectively. Dated this _____________ day of ___________, _____. CITY OF FORT COLLINS (OWNER) By: ___________________________________________ ___________________________________________ Name & Title ACKNOWLEDGMENT OF NOTICE Receipt of the above Work Order Notice to Proceed is hereby acknowledged this _____________ day of ___________, _____. (CONTRACTOR) By: ___________________________________________ ___________________________________________ Name & Title DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B 2 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) 00651 Lien Waiver Release (SUBCONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00610 PERFORMANCE BOND Bond No __ KNOW ALL MEN BY THESE PRESENTS: that Biohabitats, Inc. 1732 Wazee St. Ste 209 Denver, CO 80202 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of Three Hundred Twenty-Five Thousand Eight Hundred and Forty dollars ($325,840) 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 15th day of August, 2014, a copy of which is hereto attached and made a part hereof, for the performance of The City of Fort Collins Work Order, titled Udall Natural Area Bank Restoration, Work Order Number NA - 101, dated the 5th day of September, 2017, a copy of which is hereto attached and made a part hereof. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Work Order and Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Work Order and 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 Work Order and 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 Work Order and Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _____ day of ___________, _____. 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. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00615 PAYMENT BOND Bond No __ KNOW ALL MEN BY THESE PRESENTS: that Biohabitats, Inc. 1732 Wazee St. Ste 209 Denver, CO 80202 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of Three Hundred Twenty-Five Thousand Eight Hundred and Forty dollars ($325,840) 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 15th day of August, 2014, a copy of which is hereto attached and made a part hereof, for the performance of The City of Fort Collins Work Order, titled Udall Natural Area Bank Restoration, Work Order Number NA - 101, dated the 5th day of September, 2017, a copy of which is hereto attached and made a part hereof. 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 Work Order and Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. 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 Work Order and 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 Work Order and Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _____ day of ___________, _____. 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. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B 4 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) PROJECT TITLE: Udall Natural Area Bank Restoration DATE OF SUBSTANTIAL COMPLETION: LOCATION: Fort Collins, Colorado OWNER: City of Fort Collins PROJECT OR SPECIFIED PART SHALL CONTRACTOR: Biohabitats, Inc INCLUDE: CONTRACT DATE: September 5, 2017 The Work performed under this Work Order, pursuant to the Contract Documents, has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. _____________________________ By: __________________________ ________ PROJECT MANAGER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. _____________________________ By: __________________________ ________ CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS ________ By: __________________________ ________ OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: _________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE DATE: ________________, _____ TO: Biohabitats, Inc. Gentlemen: You are hereby notified that on the day of , , the City of Fort Collins, Colorado, has accepted the Work completed by , for the City of Fort Collins Work Order, titled Udall Natural Area Bank Restoration, Work Order Number NA - 101. A check is attached hereto in the amount of $ . as Final Payment for all Work done, subject to the terms of the Contract Documents, including the Work Order, which is dated September 5, 2017, and the AGREEMENT, which is dated . In conformance with the Work Order and Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: ___________________, _____. Sincerely, City of Fort Collins OWNER By: ___________________________________________ ___________________________________________ Name & Title ATTEST: _________________________________________ ___________________________________________ Name & Title DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Biohabitats, Inc. (CONTRACTOR) WORK ORDER TITLE: Udall Natural Area Bank Restoration WORK ORDER NUMBER: NA - 101 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 attorneys 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 labor and material bonds for the project. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B Signed this ______ day of __________, ___. CONTRACTOR: Biohabitats, Inc. By: ___________________________________________ ___________________________________________ Name & Title ATTEST: _____________________________ Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this _________ day of __________, _____, by ________________________________________________________________. Witness my hand and official seal. My Commission Expires: ___________________________. _________________________ Notary Public DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00651 LIEN WAIVER RELEASE (SUBCONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Biohabitats, Inc. (CONTRACTOR) WORK ORDER TITLE: Udall Natural Area Bank Restoration WORK ORDER NUMBER: NA - 101 1. The Subcontractor acknowledges having received payment from the CONTRACTOR for all work, labor, skill and material furnished, delivered and performed by the Subcontractor for the CONTRACTOR 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 Subcontractor 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 Subcontractor 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 CONTRACTOR or its officers, agents, employees or assigns, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The Subcontractor 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 Subcontractor or its agents, employees, and servants, or by and through the Subcontractor by various sub- 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 against the CONTRACTOR or its officers, agents, employees or assigns arising out of the project. 4. The Subcontractor agrees to defend and hold harmless the CONTRACTOR, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the Subcontractor's sub-subcontractors, materialmen, employees, servants, agents or assigns against the project or against the CONTRACTOR or OWNER, lender or Surety or their officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes 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 CONTRACTOR, OWNER, the lender, if any, and Surety on any labor and material bonds for the project. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B Signed this ______ day of _________, ___. SUBCONTRACTOR: By: ___________________________________________ ___________________________________________ Name & Title ATTEST: _____________________________ Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this _________ day of __________, _____, by __________________________________________________________________. Witness my hand and official seal. My Commission Expires: ___________________________. __________________________________ Notary Public DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Biohabitats, Inc. TITLE: Udall Natural Area Bank Restoration WORK ORDER NUMBER: NA – 101 CONTRACT DATE: August 15, 2014 WORK ORDER DATE: September 5, 2017 In accordance with the provisions of the Work Order and Contract between the OWNER and the CONTRACTOR as indicated above, for the Work Order titled Udall Natural Area Bank Restoration on bond of , (Surety) _______________________________________ hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this _________ day of _________ _, _____. ____________________________________________ (Surety Company) By: ________________________________________ (Name) Attorney-in-Fact ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00700 GENERAL CONDITIONS DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B 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, Rev. 9/94) and other provisions of the Contract Documents as indicated below. SC-1 DEFINITIONS SC-1.38. Add the following language to the conclusion of paragraph 1.38 of the General Conditions: 1.38. Substantial Completion. .... Substantial Completion is further defined as that degree of completion of the operating facilities or systems of the Project defined in the Work Order sufficient to provide the OWNER the full time, uninterrupted, continuous, beneficial operation of the modifications, and all inspections required have been completed and identified conditions corrected. SC-1.43.A. Add the following new paragraph immediately after paragraph 1.43 of the General Conditions: 1.43.A. Work Order--A written document executed by OWNER and CONTRACTOR that provides for the construction of a portion of the Work, pursuant to the Agreement and all as required by the Contract Documents, and that becomes a Contract Document when executed. SC-2 PRELIMINARY MATTERS SC-2.8. Delete paragraph 2.8 of the General Conditions entirely and replace it with the following paragraph: 2.8. 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. SC-2.10. Add the following new paragraph immediately after paragraph 2.9 of the General Conditions: 2.10. Work Order Required for All Work. References to the Agreement in this Article 2 and in the General and Supplementary Conditions and Contract Documents notwithstanding, no Work shall be initiated or performed until CONTRACTOR has received a signed and executed Work Order, incorporating the Notice to Proceed, DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B from OWNER; and no provision of this Article 2 or of the General and Supplementary Conditions and Contract Documents shall permit or require any action of CONTRACTOR in the absence of a signed and executed Work Order. All provisions of this Article 2 and of the General and Supplementary Conditions and Contract Documents referencing the Agreement or other parts of the Contract Documents, or permitting or requiring any action of CONTRACTOR, shall be read as referencing and, as appropriate, requiring a signed and executed Work Order. SC-4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS SC-4.2.1.2. Add the following new paragraph immediately following paragraph 4.2.1.2 of the General Conditions: 4.2.1.2.1. No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: N/A SC-5 BONDS AND INSURANCE SC-5.4.7. Include the following parties or entities as additional insureds, as provided in paragraph 5.4.7 of the General Conditions: 5.4.7.1. City of Fort Collins, Colorado, 4316 LaPorte Avenue, Fort Collins, Colorado 80522 SC-5.4.8.1. Add the following new paragraph immediately following paragraph 5.4.8 of the General Conditions: 5.4.8.1. Limits of Liability. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: For Paragraphs 5.02.A.1 and 5.02.A.2: Coverage A - Statutory Limits; Coverage B - $100,000 / $100,000 / $500,000. For Paragraphs 5.02.A.3 and 5.02.A.5: The Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. For Paragraph 5.02.A.6: The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). For Paragraph 5.02.B.3: This policy will include completed operations coverage / product liability coverage with limits of $1,000,000 combined single limits (CSL). This policy shall also include an Umbrella Excess Liability as follows: General liability and automobile liability insurance in an amount not less than $1,000,000 per occurrence in excess of the above stated primary limits. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SC-6 CONTRACTOR’S RESPONSIBILITIES SC-6.14.3. Add the following new paragraph immediately after paragraph 6.14.2 of the General Conditions: 6.14.3. The following Laws or Regulations are included in the Contract Documents as mandated by statute or for the convenience of the CONTRACTOR. Other Laws and Regulations apply which are not included herein, and are within the CONTRACTOR's duty and responsibility for compliance thereto: 6.14.3.1. Notice to owners of Underground Facilities is required prior to excavations in the vicinity of such facilities. 6.14.3.2. Unless otherwise decided by reason of the amount of the Contract Price involved, or other good reason, before or at the time that the contract is awarded to a corporation outside the State of Colorado, such corporation must carry out the proper procedure to become authorized to do business in the State of Colorado, designate a place of business therein, and appoint an agent for service of process. Such corporation must furnish the OWNER with a certificate from the Secretary of State of Colorado has been issued by its office and there shall also be procured from the Colorado Secretary of State of photostatic or certified copy of the designated of place of business and appointment of agent for service of process, or a letter from the Colorado Secretary of State that such designation of place of business and agent for service of process have been made. 6.14.3.3. The CONTRACTOR must conform to the rules and regulations of the Industrial Commission of Colorado. Particular reference is made to rules and regulations governing excavation Work adopted by the Industrial Commission of Colorado. SC-11 CHANGE OF CONTRACT PRICE SC-11.6.2.7. Add the following new paragraph to paragraph 11.6.2 of the General Conditions: 11.6.2.7. Cost of the Work. A mutually agreed-upon profit, overhead and mark-up between the OWNER and CONTRACTOR 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-13 TESTS AND INSPECTIONS: CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK SC-13.12. Add the following language to the end of paragraph 13.12 of the General Conditions: 13.12. Correction Period. The correction period does not include a warranty on plant material. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SC-14 PAYMENTS TO CONTRACTOR AND COMPLETION SC-14.1. Add the following language to the end of paragraph 14.1 of the General Conditions: 14.1. Schedule of Values. Progress payments on the fixed fee shall be in proportion to the cumulative actual Cost of the Work as a percentage of the Allowable Cost of the Work. An amount not to exceed fifteen (15%) percent of the fixed fee shall be advanced to the Contractor for mobilization in the first progress payment. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Change Order 00960 Application for Payment DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B 2 SECTION 00950 CHANGE ORDER FORM CHANGE ORDER NO. CONTRACTOR: WORK ORDER TITLE & NO. : DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COSTS $ ________________ TOTAL APPROVED CHANGE ORDER(S) $ ________________ TOTAL PENDING CHANGE ORDER(S) $ ________________ TOTAL THIS CHANGE ORDER $ ________________ TOTAL % OF ORIGINAL CONTRACT, THIS CO: _______________ % TOTAL % OF ORIGINAL CONTRACT, ALL CO’S: _______________ % ADJUSTED CONTRACT COST $ ________________ (Assuming all change orders approved) ACCEPTED BY: _____________________________________ DATE: ____________ Contractor's Representative ACCEPTED BY: _____________________________________ DATE: ____________ Project Manager REVIEWED BY: _____________________________________ DATE: ____________ Title: APPROVED BY: _____________________________________ DATE: ____________ Title: APPROVED BY: _____________________________________ DATE: ____________ (Purchasing Agent if > $60,000) cc: City Clerk Architect/Engineer Finance Purchasing Project Manager Contractor DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B SECTION 00960 PAYMENT APPLICATION DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract NUMBER DATE AMOUNT The present status of the account for this Contract is as follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 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: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B 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: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B PROJECT AREA PROJECT AREA OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 1 COVER SHEET N/A VICINITY MAP UDALL NATURAL AREA - LINCOLN BRIDGE ECOLOGICAL ENHANCEMENT PROJECT 0 200 400 HORIZONTAL SCALE SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 SHEET INDEX 3 WETLAND DELINEATION 4 PROPOSED CONDITIONS 5 PROPOSED CONDITIONS 6 PROPOSED CONDITIONS 7 PROPOSED CONDITIONS 8 PROPOSED CONDITIONS 9 PROPOSED CONDITIONS 10 DETAILS 11 EROSION & SEDIMENT CONTROL DETAILS 12 EROSION & SEDIMENT CONTROL DETAILS 13 CROSS SECTIONS 14 PLANTING PLAN 15 PLANTING PLAN 16 PLANTING PLAN 17 PLANTING PLAN 18 PLANTING PLAN 19 PLANTING PLAN 20 PLANTING DETAILS 21 PLANTING SCHEDULES EXISTING PROPOSED LEGEND 425 MAJOR CONTOUR WATER SURFACE TOP OF BANK 424 MINOR CONTOUR MAJOR CONTOUR STORM DRAIN WATER SUPPLY SANITARY SEWER STORMDRAIN MANHOLE WATER VALVE SEWER MANHOLE SIGN LIGHT POLE SS SD W SHEETS 5 &15 SHEETS 6 &16 SHEETS 7 &17 SHEETS 8 &18 MATCHLINE SHEETS 9 &19 MATCHLINE MATCHLINE MATCHLINE SHEETS 10 &20 MATCHLINE MATCHLINE DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 2 SHEET INDEX 1" = 40' 0 40 80 HORIZONTAL SCALE DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW 4935 4935 4940 4945 4950 4955 4945 4950 4955 4945 4950 4955 4960 4945 4950 4955 XS - 227287 0+86 1+00 2+00 2+57 EAST LINCOLN AVENUE X X X X X X X X X X X X X X X X X X X X X X X X X X X X SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW 4935 4935 4940 4940 4945 4950 4945 4950 4945 4950 4945 4950 4955 4945 4940 4945 4940 XS - 227061 5+97 6+00 7+00 7+81 4945 WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW 4945 4945 4945 4940 4940 4945 4945 4940 WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS 4940 4935 4935 4940 6+00 6+83 WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS 7+81 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS A C C E S S R O A D POTENTIAL FILL AREA FOR EXCAVATED MATERIAL RAILROAD RIGHT OF WAY DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 5 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CITY OF FORT COLLINS PARCEL NO. 9712310012 UNKNOWN PARCEL NO. 9712310804 POTENTIAL FILL AREA FOR EXCAVATED MATERIAL RAILROAD RIGHT OF WAY DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. 0 10 20 HORIZONTAL SCALE OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 9 PROPOSED CONDITIONS 1" = 10' MATCHLINE SHEET 4 MATCHLINE SHEET 8 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B NOT TO SCALE BOULDER TOE PROTECTION/VEGETATED BENCH TRANSPLANTED NATIVE SHRUBS AND HERBACEOUS MATERIAL TOP OF FOOTER BOULDER LESS THAN 1 FT ABOVE THALWEG 36 IN - 60 IN BOULDER, TYP. CONSTRUCT BENCH FROM EXCAVATED BAR MATERIAL LOW FLOW WATER SURFACE (TYP.) EXISTING GROUND EXISTING COBBLE/GRAVEL BED MATERIAL FOOTER BOULDER PLACED IN EXISTING COBBLE/GRAVEL BED MATERIAL BACKFILL WITH SALVAGED COBBLE/GRAVEL BED MATERIAL INSTALL COIR FIBER MATTING ON AREAS WITH BARE GROUND - KEY IN 1.0 FT MIN. 3 FT OF CDOT TYPE H RIPRAP BELOW FOOTER BOULDER EXTEND RIPRAP MIN. 1.5 FT FROM EDGE OF FOOTER BOULDER NOTE: TIE BACK BOULDERS ON UPSTREAM AND DOWNSTREAM ENDS TO AVOID FLANKING OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 10 DETAILS AS SHOWN DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B NOTES: 1. EXTEND BLANKETS DOWNSLOPE TO BASEFLOW CHANNEL OR AS DIRECTED BY THE ENGINEER. 2. SECURE BOTTOM EDGE OF BLANKET AS DONE AT TOP OF SLOPE. 3. ACQUIRE 100% COCONUT FIBER COIR FIBER MATTING WITH A WEIGHT OF 700 GRAMS PER SQUARE METER. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 4. SECURE MATTING WITH 18-INCH LONG WOODEN STAKES NOTCHED AT THE TOP. BASEFLOW CHANNEL Not To Scale COIR FIBER MATTING TYPICAL SLOPE CROSS SECTION ANCHORS 12" 6" 3" OVERLAP STANDARD EROSION AND SEDIMENT CONTROL NOTES 1. NOTIFY THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. INSTALL ALL REQUIRED BMPS PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). INSTALL ALL REQUIRED EROSION CONTROL MEASURES AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3. PROTECT AND RETAIN PRE-DISTURBANCE VEGETATION WHEREVER POSSIBLE. LIMIT REMOVAL OR DISTURBANCE OF EXISTING VEGETATION TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. KEEP ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE STORMWATER DEPARTMENT. 5. WATER AND MAINTAIN THE PROPERTY AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. IMMEDIATELY DISCONTINUE ALL LAND DISTURBING ACTIVITIES WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. INSPECT AND REPAIR OR RECONSTRUCT AS NECESSARY ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. REMOVE AND DISPOSE OF ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY. 7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. PROTECT ALL SOIL STOCKPILES FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. SEED AND MULCH ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS. 8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. IMMEDIATELY CLEAN ANY INADVERTENTLY DEPOSITED MATERIAL. RECESSED BERM 6" 1' 3' OF 21 14912.17 50 FT MIN. EXISTING GROUND EXISTING PAVEMENT 10 FT MIN. WIDTH 10 FT MIN. EXISTING PAVEMENT 10 FT MIN. 10 FT MIN. EARTH FILL PIPE AS NECESSARY 3 FT 5:1 5:1 STANDARD SYMBOL 50 FT MIN. LENGTH SCE STABILIZED CONSTRUCTION ENTRANCE 1. LENGTH - MINIMUM OF 50 FEET. 2. WIDTH - 10 FOOT MINIMUM. FLARED AT EXISTING ROAD TO PROVIDE A TURNING RADIUS. 3. PLACE GEOTEXTILE FABRIC (FILTER CLOTH) OVER EXISTING GROUND PRIOR TO PLACING STONE. 4. STONE - PLACE CRUSHED AGGREGATE (2 INCH TO 3 INCH) AT LEAST 6 INCHES DEEP OVER THE LENGTH AND WIDTH OF THE ENTRANCE. 5. SURFACE WATER - PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD CONSTRUCTION ENTRANCES THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PROTECT PIPE INSTALLED THROUGH THE STABILIZED CONSTRUCTION ENTRANCE (SCE) WITH A 5:1 SLOPED MOUNTABLE BERM AND A MINIMUM OF 6 INCHES OF STONE OVER THE PIPE. SIZE PIPE ACCORDING TO THE DRAINAGE. A PIPE IS NOT NECESSARY WHEN SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TO CONVEY. SIZE PIPE ACCORDING TO THE AMOUNT OF RUNOFF TO BE CONVEYED. A 6-INCH MINIMUM WILL BE REQUIRED. 6. LOCATION - LOCATE SCE AT EVERY POINT WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES CONSTRUCTION SITE. VEHICLES LEAVING THE SITE MUST TRAVEL OVER ENTIRE LENGTH OF SCE. GEOTEXTILE CLASS 'C' (OR BETTER) NOTE: MINIMUM 6 INCHES OF 2 - 3 INCH AGGREGATE OVER LENGTH AND WIDTH OF STRUCTURE MOUNTABLE BERM (6-INCH MIN.) CONSTRUCTION SPECIFICATION STORMWATER MANAGEMENT PLAN THE CITY OF FORT COLLINS IS IMPLEMENTING A STREAM BANK/RIPARIAN RESTORATION PROJECT IN THE UDALL NATURAL AREA AS PART OF THEIR OBJECTIVE TO INCREASE AND IMPROVE THE RIPARIAN CORRIDOR ALONG THE CACHE LA POUDRE RIVER. THE TOTAL DISTURBED AREA WILL BE 0.88 ACRES. THE NATURAL AREA IS LOCATED ALONG THE CACHE LA POUDRE RIVER AND CONTAINS A SERIES OF WATER QUALITY PONDS OPERATED BY FORT COLLINS UTILITIES. THE PROJECT AREA IS LIMITED TO THE RIVER BANK NEAR THE WATER QUALITY PONDS. THE RIVER BANK IN THIS AREA IS STEEP, INFESTED WITH NON-NATIVE TREES, AND CONTAINS LARGE AREAS OF CONCRETE RUBBLE. THE PROJECT ENTAILS REMOVAL OF NON-NATIVE TREES AND CONCRETE RUBBLE. IT ALSO INVOLVES GRADING BACK STEEP BANKS TO ACHIEVE 3:1 SLOPES WHERE POSSIBLE AND INSTALLING BOULDER TOE PROTECTION WHERE NECESSARY TO HALT BANK SCOUR. NATIVE VEGETATION WILL BE PLANTED IN ALL DISTURBED AREAS AND NEWLY GRADED SLOPES WILL BE STABILIZED WITH COIR MATTING. THE MAIN TYPE OF ACTIVITY THAT MAY IMPACT STORMWATER IS SOIL DISTURBANCE AND EXCAVATION ON THE FLOODPLAIN AND IN THE RIVER. MOST OF THE EXISTING SLOPES ARE 2:1 OR STEEPER BUT THE PROPOSED SLOPES WILL BE 3:1. (IT MAY NOT BE POSSIBLE TO ACHIEVE 3:1 SLOPES ON SOME OF THE BANKS WHERE WE ARE REMOVING CONCRETE RUBBLE DUE TO SITE CONSTRAINTS.) DURING GRADING ACTIVITIES, SEDIMENT CONTROL LOGS (STRAW WATTLES) WILL BE USED ALONG THE RIVER TO INTERCEPT SEDIMENT THAT MAY BE TRANSPORTED IN RUNOFF FROM UPGRADIENT BARE AREAS. ALL OF THE DISTURBED BANKS WILL BE SEEDED AND STABILIZED WITH COIR MATTING. TO MINIMIZE SEDIMENT IN THE POUDRE RIVER, CHANNEL EXCAVATION WILL OCCUR DURING LOW FLOW CONDITIONS. IN ADDITION, FLOW WILL BE DIVERTED AROUND WORK AREAS TO MINIMIZE DOWNSTREAM TRANSPORT OF SEDIMENT. OTHER POTENTIAL IMPACTS TO STORMWATER MAY INCLUDE FUELING AND MATERIAL DELIVERY AND STORAGE. DISTURBANCE ACTIVITIES AND CORRESPONDING BEST MANAGEMENT PRACTICES ARE AS FOLLOWS: 1. EXISTING VEGETATION AND EARTHWORK - PROTECT AND RETAIN EXISTING VEGETATION WHEREVER POSSIBLE. WHERE PRESENT ALONG THE RIVER, DO NOT DISTURB EXISTING VEGETATED BENCHES. LIMIT REMOVAL OR DISTURBANCE OF EXISTING VEGETATION TO NON-NATIVE TREE SPECIES. 2. SEDIMENT CONTROL DURING EARTHWORK - USE STRAW WATTLES TO CONTROL SEDIMENT IN RUNOFF FROM DISTURBED AREAS THAT CAN FLOW ELEVATION (FT) ELEVATION (FT) STATION (FT) XS 227287 4932 4940 4950 4960 4932 4940 4950 4960 0+86 1+00 2+00 2+57 ELEVATION (FT) ELEVATION (FT) STATION (FT) XS 227061 4932 4940 4950 4932 4940 4950 5+90 6+00 7+00 7+82 ELEVATION (FT) ELEVATION (FT) STATION (FT) XS 226598 4928 4930 4940 4928 4930 4940 4+86 5+00 6+00 6+83 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 13 CROSS SECTIONS AS SHOWN 0 20 40 HORIZONTAL SCALE 4 8 0 V E R T I C A L S 4935 4935 4940 4945 4950 4955 4945 4950 4955 4945 4950 4955 4960 4945 4950 4955 XS - 227287 0+86 1+00 2+00 2+57 EAST LINCOLN AVENUE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WUS WUS WUS WUS WUS 4935 4935 4940 4940 4945 4950 4945 4950 4945 4950 4945 4950 4955 4945 4940 4945 4940 XS - 227061 5+97 6+00 7+00 7+81 4945 WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS C A 4945 4945 4945 4940 4940 4945 4945 4940 WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS 4940 4935 4935 4940 6+00 6+83 WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS 7+81 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS A C C E S S R O A D OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 18 PLANTING PLAN 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. PLANTING LEGEND WILLOW TRANSPLANTS COTTONWOOD WOODLAND WILLOW SHRUBLAND UPLAND SEEDING 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 15 X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CITY OF FORT COLLINS PARCEL NO. 9712310012 UNKNOWN PARCEL NO. 9712310804 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 19 PLANTING PLAN 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. PLANTING LEGEND WILLOW TRANSPLANTS COTTONWOOD WOODLAND WILLOW SHRUBLAND UPLAND SEEDING 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 4 MATCHLINE SHEET 18 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B NOT TO SCALE NEVER CUT LEADER TREE PLANTING - BALLED AND BURLAPPED 2 IN x 2 IN x 8 FT HARDWOOD STAKES. NOTE: TREES LESS THAN 1 INCH CALIPER DO NOT REQUIRE STAKING GUY WIRES WITH TURNBUCKLES CUT AND REMOVE BURLAP FROM TOP 1/3 OF TREE BALL 3 - 4 INCH THICK MULCH SAUCER . BACKFILL WITH EXCAVATED SOIL. TAMP TO FILL ALL VOIDS AND AIR POCKETS. PRUNE TREE OF ALL MAJOR DEADWOOD CRISS-CROSSING BRANCHES, AND ANY EXCESSIVE AND/OR SUCKER GROWTH. REMOVE OR BEND BACK TOP OF NON-BIOGRADEABLE WIRE BASKET FIRST LATERAL ROOT 1-2 INCHES BELOW EXISTING GRADE. UPRIGHT STAKES EXTENDED TO FIRM BEARING 18 INCH MIN. EXCAVATE HOLE 1-1/2 TIMES WIDTH OF ROOT MASS. COMPLETELY REMOVE ALL MATERIAL FROM PLANTING PIT. EVENLY DISTRIBUTE LOOSE SOIL IN BOTTOM OF PIT BY HAND. LIVE STAKE INSTALLATION CROSS SECTION- TYPICAL NOT TO SCALE BUDS FACING UPWARD LENGTH VARIES 2 - 4 FT 1/3 2/3 90° LIVE CUTTING 0.5 TO 1.5 INCHES IN DIAMETER BASAL END CUT AT AN ANGLE FOR EASY INSERTION INTO SOIL. 18 INCH SPACING TRIANGULAR PROPOSED GRADE NOT TO SCALE TREE PLANTING - CONTAINER GROWN BACKFILL WITH EXCAVATED SOIL. TAMP TO FILL ALL VOIDS AND AIR POCKETS. PLACE MULCH 1/2 - 1 INCH THICK. PRUNE TREE OF ALL MAJOR DEADWOOD, CRISS-CROSSING BRANCHES, AND ANY EXCESSIVE AND/OR SUCKER GROWTH. FIRST LATERAL ROOT 1-2 INCHES BELOW EXISTING GRADE. REMOVE TREE FROM CONTAINER WITHOUT DISTURBING ROOT MASS. EXCAVATE HOLE 1-1/2 TIMES WIDTH OF ROOT MASS. COMPLETELY REMOVE ALL MATERIAL FROM PLANTING PIT. EVENLY DISTRIBUTE LOOSE SOIL IN BOTTOM OF PIT BY HAND. NOTE: UPLAND PLANTING ZONE WILL CONSIST SOLELY OF SEED AND WILL BE COMPLETED BY NATURAL AREAS STAFF. OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 21 PLANTING SCHEDULES N/A DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) JECT LOC POLICY PRO- GEN'L AGGREGATE LIMIT APPLIES PER: CLAIMS-MADE OCCUR COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ DED RETENTION $ CLAIMS-MADE OCCUR $ AGGREGATE $ UMBRELLA LIAB EACH OCCURRENCE $ EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS PER STATUTE OTH- ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe under DESCRIPTION OF OPERATIONS below (Mandatory in NH) OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNED AUTOS AUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) COMMENTS/REMARKS OFREMARK COPYRIGHT 2000, AMS SERVICES INC. If required under an insured written contract, executed prior to any loss, City of Fort Collins is an Additional Insured under the General Liability Policy, but only with respects to liability arising from work performed by or on behalf of Biohabitats, Inc. If required under an insured written contract, executed prior to any loss, City of Fort Collins is an Additional Insured under the Automobile Policy, but only with respects to liability arising from the operation of vehicles by employees of Biohabitats, Inc. If required under an insured written contract, executed prior to any loss, Waiver of Subrogation is provided for the City of Fort Collins under the General Liability, Automobile Liability and Workers Compensation Policies. It is further understood that coverage provided the Additional Insured under the General Liability and Automobile Liability shall be primary and non-contributory to any other coverage available to the Additional Insured. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B PROPERTY DAMAGE $ $ $ $ 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. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: 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 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: INSURED PHONE (A/C, No, Ext): PRODUCER ADDRESS: E-MAIL FAX (A/C, No): CONTACT NAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INS025 (201401) 5/22/2017 Klein Agency, LLC. P.O. Box 219 Timonium MD 21094 (410)832-7600 (410)832-1849 Biohabitats, Inc. 2081 Clipper Park Road Baltimore MD 21211-1406 The Charter Oak Fire Ins. Co 25615 Travelers Indemnity Co. of CT 25682 Travelers Prop.& Cas. Co of America 25674 The Phoenix Insurance Company 25623 Continental Casualty Company 20443 17-18 A X X X Contractural Liability X 6600J612234 1/1/2017 1/1/2018 2,000,000 1,000,000 10,000 2,000,000 4,000,000 4,000,000 Employee Benefits 1,000,000 B X BA0J630633 1/1/2017 1/1/2018 1,000,000 C X X CUP0J633531 1/1/2017 1/1/2018 4,000,000 4,000,000 D UB0J634195 All States Coverage Endorsement 1/1/2017 1/1/2018 VA is a covered State X 1,000,000 1,000,000 1,000,000 E Professional Liability/ ECH28838926 1/1/2017 1/1/2018 Each Claim $5,000,000 Pollution Liability Aggregate $5,000,000 Project: 7616 Wetland, River & Floodplain Ecological Restoration. See attached for specific additional insured wording Justin Klein/LISA City of Fort Collins 215 N Mason St Fort Collins, CO 80524 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B NOT TO SCALE EXCAVATE HOLE 1-1/2 TIMES WIDTH OF ROOT MASS. COMPLETELY REMOVE ALL MATERIAL FROM PLANTING PIT. EVENLY DISTRIBUTE LOOSE SOIL IN BOTTOM OF PIT BY HAND. FIRST LATERAL ROOT 1-2 INCHES BELOW EXISTING GRADE. PLACE MULCH 1/2 - 1 INCH THICK. BACKFILL WITH EXCAVATED SOIL. TAMP TO FILL ALL VOIDS AND AIR POCKETS. PLACE MULCH 1/2 - 1 INCH THICK. SHRUB PLANTING - CONTAINER GROWN REMOVE SHRUB FROM CONTAINER WITHOUT DISTURBING ROOT MASS THIN DECIDUOUS SHRUBS OF ALL MAJOR DEADWOOD AND ANY EXCESSIVE AND/OR SUCKER GROWTH. *IMS* *OMS* NOT TO SCALE PLANT SPACING - RANDOM PLAN VIEW *IMS* *OMS* NOT TO SCALE PLANT SPACING - CLUSTER PLAN VIEW NOTES 1. CLUSTERS CONSIST OF SAME SPECIES CONTAINING AT LEAST 3 INDIVIDUALS BUT NO MORE THAN 11. 2. OMS - AN OVERALL MINIMUM SPACING DISTANCE BETWEEN EACH CLUSTER. (SEE PLANT SCHEDULE) 3. IMS - AN INDIVIDUAL MINIMUM SPACING DISTANCE BETWEEN EACH SPECIES WITHIN EACH CLUSTER. (SEE PLANT SCHEDULE) 4. EACH SYMBOL INDICATES A DIFFERENT SPECIES. NOTES 1. OMS - AN OVERALL MINIMUM SPACING DISTANCE BETWEEN EACH CLUSTER. (SEE PLANT SCHEDULE) 2. IMS - AN INDIVIDUAL MINIMUM SPACING DISTANCE BETWEEN EACH SPECIES WITHIN EACH CLUSTER. (SEE PLANT SCHEDULE) 3. EACH SYMBOL INDICATES A DIFFERENT SPECIES. OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 20 PLANTING DETAILS AS SHOWN DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B MATCHLINE SHEET 19 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS C A C H E L A P O U D R E R I V E R FLOW 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 16 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 17 PLANTING PLAN 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. PLANTING LEGEND WILLOW TRANSPLANTS COTTONWOOD WOODLAND WILLOW SHRUBLAND UPLAND SEEDING DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS C A C H E L A P O U D R E R I V E R FLOW INSTALL LARGE CALIPER COTTONWOODS 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 15 MATCHLINE SHEET 17 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 16 PLANTING PLAN 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. PLANTING LEGEND WILLOW TRANSPLANTS COTTONWOOD WOODLAND WILLOW SHRUBLAND UPLAND SEEDING DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B C H E L A P O U D R E R I V E R FLOW C A A C INSTALL LIVE STAKES IN OUTFALL RIPRAP 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 14 MATCHLINE SHEET 16 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 15 PLANTING PLAN 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. PLANTING LEGEND WILLOW TRANSPLANTS COTTONWOOD WOODLAND WILLOW SHRUBLAND UPLAND SEEDING MATCHLINE SHEET 18 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS C A C H E L A P O U D R E R I V E R FLOW SS SS SS SS SS SS SS SS SS SS SS CITY OF FORT COLLINS PARCEL NO. 9712310901 A C C E S S R O A D MATCHLINE SHEET 15 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 14 PLANTING PLAN 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. 0 10 20 HORIZONTAL SCALE PLANTING LEGEND WILLOW TRANSPLANTS COTTONWOOD WOODLAND WILLOW SHRUBLAND UPLAND SEEDING MATCHLINE SHEET 19 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B C A L E EXISTING PROPOSED PROFILE LEGEND DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B DIRECTLY INTO THE RIVER. BEFORE GRADING OCCURS, PLACE WATTLES JUST OUTSIDE (DOWN-GRADIENT) THE EXTENT OF GRADING IN LOCATIONS ALONG THE RIVER WITH EXISTING BENCHES AND THE EDGE OF THE WOODLAND TO THE EAST THAT WILL BE UNDISTURBED BY CONSTRUCTION. IN LOCATIONS OF CONCRETE RUBBLE REMOVAL STRAW WATTLES WILL NOT BE PLACED, AS THE CONCRETE RUBBLE GOES INTO THE RIVER. ALSO THE CONCRETE RUBBLE IS ON THE SURFACE OF THE BANK AND LITTLE SOIL DISTURBANCE IS EXPECTED WHILE REMOVING THE RUBBLE. 3. EROSION CONTROL FOLLOWING EARTHWORK - RIVER BANKS WILL BE EXCAVATED IN SHORT SECTIONS TO MINIMIZE THE LENGTH OF TIME AN EXCAVATED SLOPE IS EXPOSED. AS SOON AS A SECTION OF EXCAVATION IS AT FINAL GRADES, TOPSOIL WILL BE SPREAD AND APPLIED WITH PERMANENT SEED AND MATTING. THE PERMANENT STOCKPILE AREAS WILL RECEIVE TOPSOIL, PERMANENT SEEDING, AND STRAW MULCH. THE AREA NEAR THE RAILROAD RIGHT-OF-WAY IS CURRENTLY BEING USED FOR TEMPORARY STOCKPILES WITH THE LINCOLN AVENUE BRIDGE REPLACEMENT PROJECT. COORDINATION OF SOIL PLACEMENT AND PERMANENT STABILIZATION WILL NEED TO OCCUR WITH THAT PROJECT. PLANTING WITH NATIVE TREES AND SHRUBS WILL TAKE PLACE IMMEDIATELY FOLLOWING COMPLETION OF GRADING OPERATIONS. 4. WORK IN RIVER - RIVER WORK WILL OCCUR DURING LOW FLOW CONDITIONS TO MINIMIZE SEDIMENT TRANSPORT DOWNSTREAM. TEMPORARILY DIVERT FLOW AROUND WORK AREAS TO CONTAIN SEDIMENT GENERATED FROM GRADING ACTIVITIES. FLOW WILL BE DIVERTED BY CREATING A BERM OUT OF EXISTING COBBLE MATERIAL. 5. FUELING - FUELING WILL OCCUR IN THE STAGING AREA NEAR THE ENTRANCE FROM LINCOLN AVENUE. ABSORBENT WILL BE AVAILABLE ON SITE IN CASE OF ANY SPILLS DURING FUELING. USED ABSORBENT WILL BE DISPOSED OF IN AN APPROPRIATE MANNER. 6. MATERIAL STORAGE - SOIL STOCKPILES WILL BE LOCATED IN AREAS OUTSIDE OF DRAINAGE PATHWAYS TO THE POUDRE RIVER. 7. MATERIAL DELIVERY AND EQUIPMENT OPERATION - ACCESS TO THE SITE WILL OCCUR AT THE EXISTING STABILIZED ENTRANCE OFF OF LINCOLN AVENUE. ANY DISTURBED AREAS WILL BE SMOOTHED AND SEEDED AT THE END OF CONSTRUCTION. ANY EXCESS MATERIALS, GARBAGE, AND DEBRIS FROM CONSTRUCTION ACTIVITIES WILL BE REMOVED FROM THE SITE AND APPROPRIATELY DISPOSED. 8. VEHICLE TRACKING MANAGEMENT - VEHICLE ENTRANCE/EXIT WILL BE LIMITED AND WILL MAINLY CONSIST OF PERSONAL VEHICLES AND OCCASIONAL HAUL TRUCKS TO DELIVER MATERIAL. THERE WILL BE MORE HAUL TRUCK TRAFFIC DURING CONCRETE RUBBLE REMOVAL FROM THE SITE, WHICH DOES NOT INCLUDE REMOVAL OF ANY SOIL FROM SITE. CONSTRUCTION EQUIPMENT WILL BE DELIVERED TO THE SITE AT THE BEGINNING OF THEIR WORK, WILL STAY ON SITE DURING THE TIME OF THEIR USE, AND WILL THEN BE HAULED OFF SITE AFTER THEIR WORK IS FINISHED. THEY WILL PARK ON-SITE OVERNIGHT. PARKING WILL OCCUR IN THE STAGING AREA NEAR THE ENTRANCE FROM LINCOLN AVENUE. THEY WILL NOT BLOCK ACCESS TO THE WATER QUALITY PONDS. THE STABILIZED GRAVEL CONSTRUCTION ENTRANCE FROM LINCOLN AVENUE WILL BE MAINTAINED. MONITORING VEHICLE TRACKING OF SEDIMENT ONTO LINCOLN AVENUE WILL OCCUR AND STREET SWEEPING WILL BE INITIATED, IF DEEMED NECESSARY. IF SEDIMENT TRACKING ONTO LINCOLN AVENUE CONTINUES TO OCCUR AND APPEARS TO BE A PROBLEM CAUSED BY MUDDY PARKING CONDITIONS, GRAVEL WILL BE INSTALLED TO CREATE A STABILIZED PARKING AREA. 9. MANAGEMENT OF CONTAMINATED SOIL - IT IS NOT ANTICIPATED TO ENCOUNTER CONTAMINATED SOIL. IF THERE IS ANY INDICATION OF POSSIBLE CONTAMINATION, WORK WILL STOP WHILE THE APPROPRIATE CITY DEPARTMENT IS CONTACTED TO VISIT THE SITE. 10. SIGNIFICANT DUST OR PARTICULATE GENERATION - GRADING ACTIVITIES HAVE THE POTENTIAL TO GENERATE DUST DURING HIGH WINDS. IF WINDY CONDITIONS OCCUR THAT GENERATE DUST, THE CITY'S NATURAL AREAS DEPARTMENT WILL PROVIDE A WATER TRUCK TO MOISTEN EXPOSED SOIL. 11. ROUTINE MAINTENANCE ACTIVITIES - ROUTINE MAINTENANCE ACTIVITIES ARE NOT PLANNED ON SITE. 12. CONCRETE WASHOUT -THERE WILL BE NO CONCRETE USED IN THIS PROJECT. 13. DEDICATED ASPHALT OR CONCRETE BATCH PLANT - THERE WILL BE NO ASPHALT OR CONCRETE BATCH PLANT USED IN THIS PROJECT. 14. FINAL STABILIZATION WILL BE ACHIEVED THROUGH ESTABLISHMENT OF VEGETATION. REFER TO RESTORATION PLAN AND PLANTING SCHEDULES FOR DETAILED INFORMATION ON LONG-TERM PERMANENT VEGETATION. OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 12 EROSION & SEDIMENT CONTROL DETAILS AS SHOWN DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 11 EROSION & SEDIMENT CONTROL DETAILS AS SHOWN DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 8 PROPOSED CONDITIONS 1" = 10' MATCHLINE SHEET 9 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS C A C H E L A P O U D R E R I V E R FLOW CUT DOWN BAR 1.0 FT HARVEST WILLOW CLUMPS BOULDER TOE PROTECTION, TYP. TIE BACK BOULDERS ON UPSTREAM AND DOWNSTREAM ENDS TO PREVENT FLANKING. (SEE DETAIL ON SHEET 10) REMOVE EXISTING DEBRIS AND REPLACE WITH BOULDER TOE PROTECTION. DO NOT DISTURB EXISTING WETLAND MOVE COBBLE FROM POINT BARS TO THIS AREA 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 6 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 7 PROPOSED CONDITIONS 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS C A C H E L A P O U D R E R I V E R FLOW 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP CUT DOWN BAR 1.0 FT HARVEST WILLOW CLUMPS BOULDER TOE PROTECTION, TYP. (SEE DETAIL ON SHEET 10) REMOVE EXISTING DEBRIS AND REPLACE WITH BOULDER TOE PROTECTION. INSTALL TRANSPLANTED WILLOW CLUMPS ON PROPOSED BENCH DO NOT DISTURB EXISTING WETLAND REMOVE CONCRETE RUBBLE FROM BANK REMOVE EXISTING SIBERIAN ELMS REMOVE SIBERIAN ELMS 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 5 MATCHLINE SHEET 7 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 6 PROPOSED CONDITIONS 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS C A C H E L A P O U D R E R I V E R FLOW C A 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP A C DO NOT DISTURB EXISTING WETLAND BOULDER TOE PROTECTION, TYP. TIE BACK BOULDERS ON UPSTREAM AND DOWNSTREAM ENDS TO PREVENT FLANKING. (SEE DETAIL ON SHEET 10) INSTALL TRANSPLANTED WILLOW CLUMPS ON PROPOSED BENCH INSTALL TRANSPLANTED ON PROPOSED BENCH REMOVE SIBERIAN ELMS 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 4 MATCHLINE SHEET 6 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 5 PROPOSED CONDITIONS 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. MATCHLINE SHEET 8 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B X X X X X X X X X X X X X X X X WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS C A C H E L A P O U D R E R I V E R FLOW 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP 100YR FP SS SS SS SS SS SS SS SS SS SS SS CITY OF FORT COLLINS PARCEL NO. 9712310901 A C C E S S R O A D BRIDGE REPLACEMENT PROJECT (BY OTHERS) LOCATE WATER LINE BEFORE GRADING PROTECT EXISTING COTTONWOOD TREE RELOCATE FENCE DO NOT DISTURB EXISTING WETLAND TIE INTO BRIDGE GRADING TREES REMOVED DUE TO BRIDGE CONSTRUCTION POTENTIAL FILL AREA FOR EXCAVATED MATERIAL 0 10 20 HORIZONTAL SCALE MATCHLINE SHEET 5 OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 4 PROPOSED CONDITIONS 1" = 10' DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. MATCHLINE SHEET 9 DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS WUS DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. OF 21 14912.17 AR, MS ML, VS CITY OF FORT COLLINS UDALL FINAL DESIGN NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 3 WETLAND DELINEATION 1" = 40' 0 40 80 HORIZONTAL SCALE DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B MINOR CONTOUR BOULDER TOE STABILIZATION WUS WATERS OF THE US TREELINE TREE WETLAND SOIL PIT 100YR FP APPROVED CLOMR 100 YEAR FLOODPLAIN RUBBLE REMOVAL SIBERIAN ELM REMOVAL KIOSK 425 PROPERTY LINE RIGHT OF WAY FILL CRUSHER FINE VIEWING AREA SW STRAW WATTLE RAILROAD SIGN GATE STORM DRAIN (GIS) WATER (GIS) WATER SERVICE (GIS) X X FENCE ROAD CURB DWG. NO. : PROJECT NO. : SEAL: TITLE: SCALE: BY: CHECK: DATE: ISSUES / REVISIONS CLIENT DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 05/31/2016 Reuse of Documents: This document and the ideas and designs incorporated herein, as an instrument of Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole or in part, for any other project without the written authorization of Biohabitats, Inc. REVISE DRAFT DESIGN-BUILD PLANS. NOT FOR CONSTRUCTION. 07/20/2016 07/24/2017 FINAL DESIGN-BUILD PLANS. REGIONAL MAP 0 500 1000 HORIZONTAL SCALE GENERAL NOTES UTILITIES 1. THE UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON THIS MAP HAVE BEEN DETERMINED BY STANDARD SURVEY PRACTICE, FIELD RECONNAISSANCE, AND AVAILABLE RECORD INFORMATION. NEITHER THE EXACT LOCATION NOR THE INFORMATION OF THESE EXISTING UTILITIES IS GUARANTEED TO BE COMPLETE OR CORRECT. TOPOGRAPHY 1. ALL ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 2. HORIZONTAL COORDINATES REFER TO THE CITY OF FORT COLLINS GROUND MASTER COORDINATE SYSTEM. 3. UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. 4. EXISTING CONTOUR INFORMATION IS FROM VARIOUS SOURCES. SEQUENCE OF CONSTRUCTION 1. INSTALL APPLICABLE CONSTRUCTION BMPS AND WATER CONTROL, AS APPROPRIATE, ALONG WITH ORANGE CONSTRUCTION FENCE TO HELP KEEP OUT PUBLIC ACCESS DURING CONSTRUCTION. 2. STAKE GRADES, AS NEEDED. 3. GRADE BACK THE STEEP BANK BETWEEN LINCOLN AVENUE BRIDGE AND NEW STORM DRAIN OUTFALL TO ELEVATIONS SHOWN ON PLANS AND AS DIRECTED IN FIELD. 4. PLACE EXCAVATED MATERIAL NEAR RAILROAD RIGHT-OF-WAY AS SHOWN ON PLANS. 5. WHEN THIS SLOPE IS TO PROPOSED GRADES, SPREAD TOPSOIL AND APPLY PERMANENT SEEDING AND MATTING. 6. CONTINUE WITH SIMILAR GRADING AND STABILIZATION OF BANK JUST SOUTH OF THE NEW STORM DRAIN OUTFALL. 7. BEGIN REMOVAL OF SIBERIAN ELMS AND CONCRETE RUBBLE ON THE RIVER BANK JUST DOWNSTREAM OF THE BANK GRADING. 8. PLACE SOIL ON THE BANKS AS NEEDED WHERE THE CONCRETE RUBBLE IS REMOVED. 9. SPREAD TOPSOIL AND APPLY PERMANENT SEEDING AND MATTING. 10. BEGIN CHANNEL WORK, STARTING AT UPSTREAM END OF BOULDER TOE. CONSTRUCT BERMS IN RIVER TO TEMPORARILY DIVERT FLOW AROUND THE WORK AREA. 11. INSTALL BENCHES AND TOE PROTECTION AS SHOWN ON PLANS OR DIRECTED IN FIELD. VEGETATE BEHIND BOULDER TOE WITH TRANSPLANTED WILLOWS. 12. COMPLETE CHANNEL GRADING AND TIE INTO EXISTING CHANNEL AT DOWNSTREAM END OF PROJECT. 13. AT COMPLETION OF ROUGH GRADING, SURVEY CROSS SECTIONS AND CHECK RESULTS IN FLOODPLAIN MODEL. IF NECESSARY, MAKE GRADING ADJUSTMENTS. 14. INSTALL VEGETATION IN ALL ZONES. DocuSign Envelope ID: 5B7DB5BA-E2B7-4415-8433-5639E5F2751B