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CONTRACT - BID - 9767 POUDRE FIRE AUTHORITY (PFA) TRAINING FACILITY PARKING LOT ADDITION
SPECIFICATIONS AND CONTRACT DOCUMENTS FOR POUDRE FIRE AUTHORITY (PFA) TRAINING FACILITY PARKING LOT ADDITION BID NO. 9767 PURCHASING DIVISION MARCH 22, 2023 – 3:00 P.M. (OUR CLOCK) Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Addendum 2 Page 1 of 1 ADDENDUM NO. 2 Description of BID 9767: PFA Training Facility Parking Lot Addition BIDS DUE: 3:00 PM MT (Our Clock) March 22, 2023 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 – Section 00300 – Bid Form (Pages 17-18) of the Specifications and Contract Documents. The bid schedule has been revised to include a new pay item for “Unsuitable Material”. The revisions have been highlighted in yellow. Replace Pages 17 & 18 of the Contract Documents with the attached Exhibit 1. Exhibit 2 – Plans: Tabulations Sheet (Sheet 6): The attached detail (Exhibit 2) for repairing soft spots or areas of unsuitable subgrade will be inserted to the Issued for Construction plans. The Summary of Approximate Quantities is also revised to include a new work item: 203-00050 – Unsuitable Material, 100 CY. Exhibit 3 – Project Special Provisions: Revision of Section 203 – Excavation and Embankment is hereby added to the project. This specification includes language related to the new pay item for “Unsuitable Material”. Please contact Adam Hill, Senior Buyer, at adhill@fcgov.com with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Bidder Name: BID 9767: PFA Training Facility Parking Lot Addition – Addendum 2 Exhibit 1 BID SCHEDULE 9767 POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT IMPROVEMENTS All bids shall be submitted on this form. Submit your unit and total prices for the work listed below. ITEM NO. CDOT ITEM NO. BID ITEM UNIT QUANTITY UNIT PRICE TOTAL ITEM 1 201-00000 Clearing & Grubbing LS 1 2 202-00010 Removal of Tree EACH 3 3 203-00050 Unsuitable Material CY 100 4 203-00060 Embankment Material (Complete in Place) CY 1,170 5 203-02330 Laborer HR 10 6 207-00205 Topsoil CY 150 7 208-00002 Erosion Log Type 1 (12 Inch) LF 125 8 208-00020 Silt Fence LF 1,500 9 208-00035 Aggregate Bag LF 50 10 208-00045 Concrete Washout Structure EACH 1 11 208-00070 Vehicle Tracking Pad EACH 1 12 208-00106 Sweeping (Sediment Removal) HR 10 13 208-00207 Erosion Control Management DAY 10 14 212-00006 Seeding (Native) ACRE 0.30 15 212-00032 Soil Conditioning ACRE 0.30 16 213-00002 Mulching (Weed Free Hay) ACRE 0.30 17 213-00061 Mulch Tackifier LB 60 18 216-00041 Soil Retention Blanket (Straw/Coconut) (Biodegradable Class 1) SY 210 19 304-06000 Aggregate Base Course (Class 6) TON 1,053 20 304-09106 Aggregate Base Course (Crushed Concrete) (Install Only) CY 145 21 306-01000 Reconditioning SY 3,935 22 403-34721 Hot Mix Asphalt (Grading SX) (75) (PG 58-28) TON 750 23 412-00600 Concrete Pavement (6 Inch) SY 34 24 506-00206 Riprap (6 Inch) CY 2 25 603-02185 23x14 Inch Reinforced Concrete Pipe (Complete-In-Place) LF 32 26 603-05118 23x14 Inch Reinforced Concrete End Section (Elliptical) EACH 2 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Bidder Name: BID 9767: PFA Training Facility Parking Lot Addition – Addendum 2 Exhibit 1 BID SCHEDULE 9767 POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT IMPROVEMENTS All bids shall be submitted on this form. Submit your unit and total prices for the work listed below ITEM NO. CDOT ITEM NO. BID ITEM UNIT QUANTITY UNIT PRICE TOTAL ITEM 27 607-11525 Fence (Plastic) LF 75 28 608-00010 Concrete Apron EACH 1 29 609-21010 Curb and Gutter (Vertical) (1 Foot) LF 245 30 614-00010 Sign Panel (Class I) SF 3 31 614-00216 Steel Sign Post (2x2 Inch Tubing) LF 10 32 614-00218 Steel Sign Post (2.25x2.25 Inch Tubing) LF 3 33 620-00020 Sanitary Facility EACH 1 34 623-09900 Sprinkler System (Reset) LS 1 35 625-00000 Construction Surveying LS 1 36 626-00000 Mobilization LS 1 37 627-00001 Pavement Marking Paint GAL 8 BASE BID TOTAL: FORCE ACCOUNTS TOTAL: $12,000.00 TOTAL BID (BASE BID + FORCE ACCOUNTS): TOTAL BASE BID + FORCE ACCOUNTS IN WORDS: Force Accounts 700-70010 F/A Minor Contract Revisions F.A. 1 $10,000 700-70320 F/A Sprinklers F.A. 1 $2,000 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 07-22-068_SOFTSPOT 3/14/2023 Pl o t D a t e : 3/ 1 4 / 2 0 2 3 2 : 0 6 P M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 3/ 1 4 / 2 0 2 3 \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ W O R K \ K R I T C H I E \ 0 7 - 2 2 - 0 6 8 _ S O F T S P O T . D W G FILE: LAST UPDATE: J-U-B ENGINEERS, INC.J-U-B ENGINEERS, INC. TRAINING FACILITY PARKING LOT ADDITIONPOUDRE FIRE AUTHORITY BID ADDENDUM #2 EXHIBIT #2 - SOFT SPOT REPAIR SCALE:A SOFT SPOT REPAIR DETAIL NONE ‘’ DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC BID 9767: PFA Training Facility Parking Lot Addition – Addendum 2 Exhibit 3 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.02 Excavation (a) Unclassified Excavation, add the following: Excavated material generated from the access road and parking lot areas will be considered for use as Embankment Material on this project, if the material meets the requirements of section 203.03. If the material is deemed not useable, the Unclassified Excavation material shall become the property of the Contractor. Haul for disposing of removed material will not be paid for separately, but shall be included in the work. Subsection 203.03, add the following: All embankment material used within the access road or parking lot prism shall consist of clean non-expansive, granular fill with a minimum “R” value of 15. The Contractor shall furnish evidence that the material from the site or other sources, for use in the parking lot embankment, meets the above requirements and shall pay for such tests as may be required to show compliance. All material shall be sampled and tested in accordance with the appropriate Colorado Department of Transportation or AASHTO procedures. Subsection 203.05 (c) – Unsuitable Material, shall be deleted and replaced with the following: If encountered on the project, unsuitable materials in the subgrade that are determined to be detrimental to the parking lot, access road or embankment construction shall be removed to the depth and extents as directed by the Engineer. The excavated area shall be backfilled to finished subgrade with approved material per the soft spot repair detail in the plans and compacted per project requirements. Materials that contain organics or that cannot be dried or moisture conditioned, then compacted to the required density will be disposed of and cannot be reused as embankment fill. Unsuitable material includes, but is limited to, topsoil, vegetation, brush, sod, trash, and other deleterious substances. Materials not containing organics and that can be dried, or moisture conditioned and compacted to the required density can be reused as embankment fill as approved by the Engineer. Subsection 203.11, shall include the following: The quantity for Embankment will not be measured, but will be the quantity designated in the Contract, unless field changes are ordered. If field changes are ordered, the quantities will be calculated using the revised dimensions and the additional volume of material shall be approved in writing by the Engineer prior to beginning the work. No allowances shall be made for shrinkage, swell, subsidence due to compaction of the existing ground or any other losses. The quantity for Unsuitable Material will be measured by actual cubic yards of material removed as directed and approved by the Engineer. Subsection 203.12 shall include the following: All excess material generated from earthwork activities shall become property of the Contractor. Haul for disposing of removed materials will not be paid for separately, but shall be included in the work. Payment for Unsuitable Material shall include excavation, hauling and disposing of unsuitable material, furnishing and placing of geo-grid fabric, furnishing, placing and compacting imported material as directed by the Engineer. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Addendum 1 Page 1 of 2 ADDENDUM NO. 1 Question and Answer Items Description of BID 9767: PFA Training Facility Parking Lot Addition BIDS DUE: 3:00 PM MT (Our Clock) March 22, 2023 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 – Questions and Answers Q1. Will you be able to provide CAD for this project so we can double check earthwork quantities? Response: CAD design information can be made available to the contractor following award of the contract. Prior to release of the files, the contractor would be required to accept an electronic license agreement from J-U-B Engineers, Inc. The provisions in the Electronic Documents/Data License can be accessed at the following website: https://web.jub.com/electronic-documents/. Q2. Regarding the City furnished crushed concrete base material for the access road, will it be on site and accessible to move with a loader or will it need to be loaded and hauled in tandems? Response: The stockpiled material is expected to be within a couple hundred yards of the project site and will be easily accessible. The contractor’s means and methods will dictate how the material is transported. Q3. Will the City provide proctors for the City furnished crushed concrete base material, or will we need to get testing done on it to ensure it will meet the specifications? Response: The City will perform material sampling and testing necessary to meet the Quality Assurance (QA) test requirements on this project. If requested, the City will furnish copies of the test results to the contactor. The contractor should account for all material laboratory and testing services that are necessary to perform the required Quality Control (QC) testing of the Work. The contractor shall provide passing test results from an AASHTO accredited laboratory electronically sealed by a Professional Engineer. Testing shall be in accordance with Project Special Provision - Revision of Section 106. Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Addendum 1 Page 2 of 2 Q3. Will construction water be available at the jobsite? Response: There is an existing fire hydrant on the north side of the training facility that can be utilized. Please contact Adam Hill, Senior Buyer, at adhill@fcgov.com .with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC CONTRACT DOCUMENTS TABLE OF CONTENTS BID INFORMATION 00020 Notice Inviting Bids 00100 Instruction to Bidders 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Major Subcontractors CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (Contractor) 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment EXHIBIT A – 100% DESIGN PLANS DATED FEBRUARY 2023 EXHIBIT B – SPECIFICATIONS DATED FEBRUARY 7, 2023 EXHIBIT C – DRAINAGE MEMO JANUARY 2023 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00020 INVITATION TO BID DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00020 INVITATION TO BID 9767 PFA Training Facility Parking Lot Addition BID DUE: 3:00 PM MT (MT our clock), March 22, 2023 As part of the City’s commitment to sustainability, sealed Bids must be submitted online through the Rocky Mountain E-Purchasing System (RMEPS) at http://bidnetdirect.com/colorado/city- of-fort-collins. Public Bid Opening: The bid opening will be conducted by video conference per the following information. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. To access the public Bid opening, please follow the link to join the Microsoft Teams meeting: Click here to join the meeting https://teams.microsoft.com/l/meetup- join/19%3ameeting_YTgxZGViMzMtMDhiNy00NzUyLWFmYTItMWVkMjFmMzMxNTY4% 40thread.v2/0?context=%7b%22Tid%22%3a%2247fa2f5f-0d0a-4a68-b431- 6d1a27b66660%22%2c%22Oid%22%3a%2237299b31-8a43-4b66-8642- b5358a21cda9%22%7d Alternatively, the bid opening can be accessed via phone. This option will only allow you to hear the audio presentation. Call in #: 1 970-628-0892 Phone Conference ID: 496 481 015# The Contract Documents provide for the construction of Bid 9767 PFA Training Facility Parking Lot Addition. The work to be performed under this contract generally consists of the construction of a new parking lot and associated access road at the Poudre Fire Authority Training Center. Major construction items include construction surveying, erosion control, earthwork, reinforced concrete pipe installation, aggregate base course construction, concrete flatwork and curb/gutter, asphalt paving, signing and striping, seeding, mulching and final stabilization. This contract has a floating start date provision which allows the Contractor to choose the start date between the period of July 10th, 2023, and July 24th, 2023. Substantial completion of the Work shall occur within thirty (30) working days following the issuance of the Notice to Proceed. The Contractor will be responsible for supplying all labor, materials, and equipment necessary to complete the Work in accordance with the project plans and specifications. The total quantities and type of work in the Bid Schedule is representative of the estimated quantities; however, these quantities may be revised by the PFA to represent actual field conditions at the time of construction. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC A pre-bid meeting will be held at 2:00 PM Mountain Time on March 8, 2023. The pre-bid meeting will be hosted on-line via Microsoft Teams. Select or copy/paste the below link into your browser for access to the meeting. Please be prepared to record your name and company in the chat window upon request and mute your microphone: Click here to join the meeting https://teams.microsoft.com/l/meetup- join/19%3ameeting_ZGRhMmM1MWYtYzIwOC00N2FhLWJmZjctOWEyMTVmNzVjZDM1 %40thread.v2/0?context=%7b%22Tid%22%3a%2247fa2f5f-0d0a-4a68-b431- 6d1a27b66660%22%2c%22Oid%22%3a%2237299b31-8a43-4b66-8642- b5358a21cda9%22%7d Alternatively, the pre-bid meeting can be accessed via phone. This option will only allow you to hear the audio presentation. Call-in number: 1 970-628-0892 Conference ID: 152 308 415# Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. Questions concerning the scope of the bid should be directed to Tyson Barela, Project Manager, at (970) 221-6244 or Tyson.barela@poudre-fire.org. Questions regarding bid submittal or process should be directed to Adam Hill, Senior Buyer, at (970) 221-6777 or adhill@fcgov.com. All questions must be submitted in writing via email to Tyson Barela, with a copy to Adam Hill, no later than 3:00 PM our clock on March 13, 2023. Questions received after this deadline will not be answered. The Contract Documents and Construction Drawings may be examined online at: http://www.bidnetdirect.com/colorado/city-of-fort-collins Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision- making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. City of Fort Collins Gerry Paul Purchasing Director DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00100 INSTRUCTIONS TO BIDDERS DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice- president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non-responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. Bid results will be posted at http://www.bidnetdirect.com/colorado/city-of-fort-collins. END OF SECTION DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00300 BID FORM DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Connell Resources, Inc. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Connell Resources, Inc. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC UNIT PRICE TOTAL ITEM $ 8,000.00 $ 8,000.00 $ 1,000.00 $ 3,000.00 3 203-00050 Unsuitable Material $ 110.00 $ 11,000.00 $ 17.75 $ 20,767.50 $ 36.00 $ 360.00 $ 18.25 $ 2,737.50 $ 11.80 $ 1,475.00 $ 2.75 $ 4,125.00 $ 11.60 $ 580.00 $ 1,500.00 $ 1,500.00 $ 1,750.00 $ 1,750.00 $ 170.00 $ 1,700.00 $ 165.00 $ 1,650.00 $ 3,000.00 $ 900.00 $ 5,400.00 $ 1,620.00 $ 3,300.00 $ 990.00 $ 12.30 $ 738.00 $ 6.20 $ 1,302.00 $ 31.50 $ 33,169.50 $ 28.75 $ 4,168.75 $ 1.40 $ 5,509.00 $ 111.00 $ 83,250.00 $ 120.00 $ 4,080.00 $ 1,250.00 $ 2,500.00 $ 575.00 $ 18,400.00 $ 1,800.00 $ 3,600.00 2 202-00010 Removal of Tree EACH 3 CY 100 BID SCHEDULE 9767 POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT IMPROVEMENTS All bids shall be submitted on this form. Submit your unit and total prices for the work listed below. ITEM NO. CDOT ITEM NO. BID ITEM UNIT QUANTITY 1 201-00000 Clearing & Grubbing LS 1 4 203-00060 Embankment Material (Complete in Place)CY 1,170 5 203-02330 Laborer HR 10 6 207-00205 Topsoil CY 150 7 208-00002 Erosion Log Type 1 (12 Inch)LF 125 8 208-00020 Silt Fence LF 1,500 9 208-00035 Aggregate Bag LF 50 10 208-00045 Concrete Washout Structure EACH 1 11 208-00070 Vehicle Tracking Pad EACH 1 12 208-00106 Sweeping (Sediment Removal)HR 10 13 208-00207 Erosion Control Management DAY 10 14 212-00006 Seeding (Native)ACRE 0.30 15 212-00032 Soil Conditioning ACRE 0.30 16 213-00002 Mulching (Weed Free Hay)ACRE 0.30 17 213-00061 Mulch Tackifier LB 60 18 216-00041 Soil Retention Blanket (Straw/Coconut) (Biodegradable Class 1)SY 210 19 304-06000 Aggregate Base Course (Class 6)TON 1,053 20 304-09106 Aggregate Base Course (Crushed Concrete) (Install Only)CY 145 21 306-01000 Reconditioning SY 3,935 22 403-34721 Hot Mix Asphalt (Grading SX) (75) (PG 58-28)TON 750 23 412-00600 Concrete Pavement (6 Inch)SY 34 24 506-00206 Riprap (6 Inch)CY 2 25 603-02185 23x14 Inch Reinforced Concrete Pipe (Complete-In- Place)LF 32 26 603-05118 23x14 Inch Reinforced Concrete End Section (Elliptical)EACH 2 BID 9767: PFA Training Facility Parking Lot Addition - Aqdendum 2 Exhibit 1 Connell Resources, Inc. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC UNIT PRICE TOTAL ITEM $ 7.50 $ 562.50 $ 2,000.00 $ 2,000.00 $ 38.50 $ 9,432.50 $ 25.00 $ 75.00 $ 19.00 $ 190.00 $ 25.00 $ 75.00 $ 315.00 $ 315.00 $ 18,500.00 $ 18,500.00 $ 9,500.00 $ 9,500.00 $ 13,350.00 $ 13,350.00 $ 140.00 $ 1,120.00 $ 273,992.25 12,000.00$ $ 285,992.25 10,000.00$ 2,000.00$ BID SCHEDULE 9767 POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT IMPROVEMENTS All bids shall be submitted on this form. Submit your unit and total prices for the work listed below ITEM NO. CDOT ITEM NO. BID ITEM UNIT QUANTITY 27 607-11525 Fence (Plastic)LF 75 28 608-00010 Concrete Apron EACH 1 29 609-21010 Curb and Gutter (Vertical) (1 Foot)LF 245 30 614-00010 Sign Panel (Class I)SF 3 31 614-00216 Steel Sign Post (2x2 Inch Tubing)LF 10 32 614-00218 Steel Sign Post (2.25x2.25 Inch Tubing)LF 3 33 620-00020 Sanitary Facility EACH 1 34 623-09900 Sprinkler System (Reset)LS 1 37 627-00001 Pavement Marking Paint GAL 8 BASE BID TOTAL: 35 625-00000 Construction Surveying LS 1 36 626-00000 Mobilization LS 1 FORCE ACCOUNTS TOTAL: TOTAL BID (BASE BID + FORCE ACCOUNTS): TOTAL BASE BID + FORCE ACCOUNTS IN WORDS: Two hundred eighty five thousand nine hundred ninety two dollars and twenty five cents. Force Accounts 700-70010 F/A Minor Contract Revisions F.A. 1 700-70320 F/A Sprinklers F.A. 1 BID 9767: PFA Training Facility Parking Lot Addition - Aqdendum 2 Exhibit 1 Connell Resources, Inc. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Connell Resources, Inc. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00510 NOTICE OF AWARD DATE: March 23, 2023 TO: Connell Resources, Inc. PROJECT: 9767 PFA Training Facility Parking Lot Addition OWNER: Poudre Fire Authority (PFA) (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated March 22, 2023 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 9767 PFA Training Facility Parking Lot Addition. The Price of your Agreement is Two Hundred Eighty-Five Thousand, Nine Hundred Ninety-Two Dollars and Twenty-Five Cents ($285,992.25). One (1) electronic copy of each of the proposed Contract Documents accompany this Notice of Award. One (1) electronic set of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by April 7, 2023. 1. You must deliver to the OWNER one (1) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully-signed counterpart of the Agreement with the Contract Documents attached. Poudre Fire Authority OWNER By: Derek Bergsten, Fire Chief DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 23 day of March in the year of 2023 and shall be effective on the date this AGREEMENT is signed by the PFA. Poudre Fire Authority (PFA) (hereinafter called OWNER) and Connell Resources, Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 9767 PFA Training Facility Parking Lot Addition and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by J-U-B Engineers, Inc., who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within thirty (30) working days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within five (5) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Two Hundred Fifty Dollars and Zero Cents ($250.00) for each calendar day or fraction thereof that expires after the thirty (30) working day DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Two Hundred Fifty Dollars and Zero Cents ($250.00) for each calendar day or fraction thereof that expires after the five (5) working day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Two Hundred Eighty-Five Thousand, Nine Hundred Ninety-Two Dollars and Twenty-Five Cents ($285,992.25, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of “Contract Documents” in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: 100% Design Documents dated February 2023 The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 2, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. CONTRACTOR: CONNELL RESOURCES, INC. By: PRINTED Title: OWNER: POUDRE FIRE AUTHORITY (PFA) By: DEREK BERGSTEN, FIRE CHIEF Date: CITY OF FORT COLLINS: By: GERRY PAUL Date: PURCHASING DIRECTOR Date: Attest: (CORPORATE SEAL) Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Attest: DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC President John Warren 4/4/2023 4/13/2023 4/13/2023 City Clerk Approved as to Form Address for giving notices: License No.: DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Fort Collins, CO 80528 970-223-3151 7785 Highland Meadows Pkwy Suite 100 Assistant City Attorney SECTION 00530 NOTICE TO PROCEED Description of Work: 9767 PFA Training Facility Parking Lot Addition To: Connell Resources, Inc. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 . The dates for Substantial Completion and Final Acceptance shall be , 20_ and , 20__, respectively. Poudre Fire Authority (PFA) OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20__. CONTRACTOR: Connell Resources, Inc. By: Title: DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto Poudre Fire Authority,102 Remington St., Fort Collins, Colorado 80524 hereinafter referred to as the "OWNER", in the penal sum of Two Hundred Eighty-Five Thousand, Nine Hundred Ninety-Two Dollars and Twenty-Five Cents ($285,992.25 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 23rd day of March in the year of 2023, a copy of which is hereto attached and made a part hereof for the performance of Poudre Fire Authority Project, 9767 PFA Training Facility Parking Lot Addition. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _____ day of _____ ____, 20__. IN PRESENCE OF: Principal (Title) (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: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto Poudre Fire Authority,102 Remington St., Fort Collins, Colorado 80524 hereinafter referred to as the "OWNER", in the penal sum of Two Hundred Eighty-Five Thousand, Nine Hundred Ninety-Two Dollars and Twenty-Five Cents ($285,992.25 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 23rd day of March in the year of 2023, a copy of which is hereto attached and made a part hereof for the performance of Poudre Fire Authority Project, 9767 PFA Training Facility Parking Lot Addition. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20__. IN PRESENCE OF: Principal (Title) (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: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance in accordance with the following requirements: 1. The Contractor will provide, from insurance companies acceptable to the PFA, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Contractor shall furnish the PFA with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: “The insurance evidenced by this Certificate will not reduce coverage or limits and will not be cancelled, except after thirty (30) days written notice has been received by the PFA.” In case of the breach of any provision of the Insurance Requirements, the PFA, at its option, may take out and maintain, at the expense of the Contractor, such insurance as the PFA may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Contractor under this Agreement. The PFA, its officers, agents and employees shall be named as additional insureds on the Contractor 's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. Insurance certificates should show the certificate holder as follows: City of Fort Collins AND Poudre Fire Authority Purchasing Division 102 Remington Street PO Box 580 Fort Collins, CO 80524 Fort Collins, CO 80522 The City and PFA, its officers, agents and employees shall be named as additional insureds on the Service Provider 's general liability and automobile liability insurance policies by marking the appropriate box or adding a statement to this effect on the certificate, for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Contractor shall maintain during the life of this Agreement for all of the Contractor's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Contractor shall maintain during the life of this Agreement such commercial general liability and automobile liability DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Contractor shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: POUDRE FIRE AUTHORITY (PFA) (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 9767 PFA Training Facility Parking Lot Addition PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: Poudre Fire Authority (PFA) CONTRACTOR: Connell Resources, Inc. CONTRACT DATE: March 23, 2023 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. 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. POUDRE FIRE AUTHORITY (PFA) By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE , 20__ TO: Connell Resources, Inc. Gentlemen: You are hereby notified that on the day of , 20__, Poudre Fire Authority, has accepted the Work completed by Connell Resources, Inc. for the Poudre Fire Authority project, 9767 PFA Training Facility Parking Lot Addition. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated March 23, 2023. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date:____________ _, 20__. Sincerely, OWNER: Poudre Fire Authority By: Title: ATTEST: Title: DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: Poudre Fire Authority (OWNER) FROM: Connell Resources, Inc. (CONTRACTOR) PROJECT: 9767 PFA Training Facility Parking Lot Addition 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 and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Signed this day of , 20__. CONTRACTOR: CONNELL RESOURCES, INC. By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20__, by . Witness my hand and official seal. Notary Public My Commission Expires: DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00660 CONSENT OF SURETY TO: Poudre Fire Authority (hereinafter referred to as the "OWNER") CONTRACTOR: Connell Resources, Inc. PROJECT: 9767 PFA Training Facility Parking Lot Addition CONTRACT DATE: March 23, 2023 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for . (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , 20____ . (Surety Company) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00700 GENERAL CONDITIONS DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00800 SUPPLEMENTARY CONDITIONS DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: See contract exhibits A & C. Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: N/A SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero (0) days lost due to abnormal weather conditions. Contractor to provide written notification via email to Project Manager Tyson Barela (Tyson.barela@poudre-fire.org ) within (48) hours for any weather day claims including weather conditions of that day, site photos and a description of critical activities impacted for the Projects Manager review and approval. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 9767 PFA Training Facility Parking Lot Addition CONTRACTOR: Connell Resources, Inc. DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $60,000 cc: City Clerk Contractor Engineer Project File Architect Purchasing DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: Poudre Fire Authority 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: B159E984-BD50-44E9-8C03-2CFCA527DDAC CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. 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Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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: B159E984-BD50-44E9-8C03-2CFCA527DDAC 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: B159E984-BD50-44E9-8C03-2CFCA527DDAC DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-001 \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 0 1 . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 1 9 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 11 / 3 0 / 2 0 2 2 Call before you dig. Know what's below . R TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y TI T L E S H E E T 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-001 1 18 PROJECT LOCATION MAP PROJECT LOCATION 100% DESIGN FEBRUARY 2023 0 SCALE IN FEET 500 1,000 N SHEET LIST TABLE Subset Sheet Number(s)Drawing Number TITLE 1 C-001 LEGEND & ABBREVIATIONS 2 C-002 GENERAL NOTES 3 - 5 C-003 TO C-005 TABULATIONS 6 C-006 EXISTING TOPOGRAPHY 7 C-007 SITE PLAN 8 C-008 GRADING PLAN 9 C-009 STORMWATER MANAGEMENT 10 - 15 C-010 TO C-015 DETAILS 16 - 18 C-016 TO C-018 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-002 \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 0 2 . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 1 9 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 11 / 2 8 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y LE G E N D & A B B R E V I A T I O N S 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-002 2 18 Call before you dig. Know what's below . R ABBREVIATIONS DOMESTIC WATER IRRIGATION NATURAL GAS BOUNDARY SITE ROADWAY POWER / COMMUNICATIONS X DT-90X DETAIL CALLOUT SURVEY SITE COMMUNICATIONS UTILITIES DOMESTIC WATER IRRIGATION SANITARY SEWER NATURAL GAS STORM DRAIN ROAD MARKINGS TYPICAL DETAILS POWER EXISTING LINE LINE DESCRIPTION PROPOSED LINE EXISTING SYMBOL SYMBOL DESCRIPTION PROPOSED SYMBOL STORM DRAIN SANITARY SEWER EXISTING SYMBOL SYMBOL DESCRIPTION PROPOSED SYMBOL EXISTING SYMBOL SYMBOL DESCRIPTION PROPOSED SYMBOL DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-003X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 0 3 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 1 9 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 11 / 2 8 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y GE N E R A L N O T E S 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-003 3 18 Call before you dig. Know what's below . R “” – DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-003X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 0 3 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 1 9 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 11 / 2 8 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y ER O S I O N C O N T R O L N O T E S 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-004 4 18 Call before you dig. Know what's below . R ’ “ ” ’ ’ DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-003X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 0 3 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 1 9 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 11 / 2 8 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y ER O S I O N C O N T R O L N O T E S 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-005 5 18 Call before you dig. Know what's below . R ’ “” DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-006 \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 0 6 . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 0 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 1/ 1 2 / 2 0 2 3 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y TA B U L A T I O N S 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-006 6 18 Call before you dig. Know what's below . R SUMMARY OF APPROXIMATE QUANTITIES EARTHWORK NOTES ≥ ≥ DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC VINE DR. DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-007 \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 0 7 . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 0 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 11 / 2 8 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y EX I S T I N G T O P O G R A P H Y 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-007 7 18 N 0 40 80 SCALE IN FEET DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC ONE WAY DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-008 \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 0 8 . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 0 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 1/ 1 1 / 2 0 2 3 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y SI T E P L A N 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-008 8 18 N 0 20 40 SCALE IN FEET KEYED NOTES: LEGEND: PAVEMENT SECTIONS: CULVERT CROSSING A DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC - A DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-009 \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 0 9 . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 0 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 1/ 1 1 / 2 0 2 3 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y GR A D I N G P L A N 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-009 9 18 N 0 0 SCALE IN FEET VERT HORZ 20 40 5 10 ACCESS ROAD CENTERLINE PROFILE SCALE:A CURB CUT/CHANNEL DETAIL 1" = 10' DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-010X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 1 0 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 0 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 2/ 6 / 2 0 2 3 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y ST O R M W A T E R M A N A G E M E N T P L A N 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-010 10 18 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC ’ “” DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-010X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 1 0 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 0 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 2/ 6 / 2 0 2 3 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y ST O R M W A T E R M A N A G E M E N T P L A N 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-011 11 18 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC “” “” “” “” “” DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-010X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 1 0 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 0 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 2/ 6 / 2 0 2 3 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y ST O R M W A T E R M A N A G E M E N T P L A N 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-012 12 18 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-010X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 1 0 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 0 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 2/ 6 / 2 0 2 3 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y ST O R M W A T E R M A N A G E M E N T P L A N 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-013 13 18 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC CWA SF VTC EL EL EL DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-014 \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 1 4 . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 1 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 2/ 6 / 2 0 2 3 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y ER O S I O N C O N T R O L M A P IN I T I A L / I N T E R I M 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-014 14 18 Call before you dig. Know what's below . R N 0 20 40 SCALE IN FEET SF LEGEND: TITLE KEY SYMBOL CWA VTC MU PS ECB EL DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC MU ECBPS MU PS MU PS DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-015 \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 1 5 . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 1 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 11 / 2 9 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y ER O S I O N C O N T R O L M A P FI N A L 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-015 15 18 Call before you dig. Know what's below . R N 0 20 40 SCALE IN FEET SF LEGEND: TITLE KEY SYMBOL CWA VTC MU PS ECB EL DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC LAST UPDATED: 2/6/2023 07-22-068_C-016X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 1 6 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 1 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 12 / 1 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y DE T A I L S 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-016 16 18 Call before you dig. Know what's below . R SCALE:B SAFETY EDGE DETAIL NONESCALE:A CURB & GUTTER DETAIL NONE DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 2/6/2023 07-22-068_C-016X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 1 6 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 1 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 12 / 1 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y DE T A I L S 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-017 17 18 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC LAST UPDATED: 2/6/2023 07-22-068_C-016X \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ S H E E T \ 0 7 - 2 2 - 0 6 8 _ C - 0 1 6 X . D W G Pl o t D a t e : 2/ 6 / 2 0 2 3 1 0 : 2 1 A M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 12 / 1 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y DE T A I L S 07-22-068 KRITCHIE KRITCHIE MZOGORSKI C-018 18 18 DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. BID SET DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 1 COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS POUDRE FIRE AUTHORITY TRAINING CENTER – PARKING LOT IMPROVMENTS The 2022 Standard Specifications for Road and Bridge Construction, controls construction of this project. The following special provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications and plans. When specifications or special provisions contain both English units and SI units, the English units apply and are the specification requirement. PROJECT SPECIAL PROVISIONS Page Index Page (January 31, 2023) 1 Notice to Bidders (January 31, 2023) 2 Commencement and Completion of Work (Floating Start Date) (January 31, 2023) 3 Revision of Section 101 – Definitions and Terms (January 31, 2023) 4 Revision of Section 102 – Bidding Requirements and Conditions (January 31, 2023) 5 Revision of Section 105 – Control of Work (January 31, 2023) 6 Revision of Section 106 – Control of Material (Sampling) (January 31, 2023) 7 Revision of Section 107 – Permits, Licenses, Legal Relations and Insurance (January 31, 2023) 8 Revision of Section 107 – Air Quality Control (January 31, 2023) 9 Revision of Section 107 – Water Quality Control (January 31, 2023) 10 Revision of Section 108 – Limitation of Operations (January 31, 2023) 11 Revision of Section 108 – Determination and Extension of Contract Time (January 31, 2023) 12 Revision of Section 109 – Measurement and Payment (January 31, 2023) 13 Revision of Section 208 – Erosion Control (January 31, 2023) 14 Revision of Section 304 – Aggregate Base Course (January 31, 2023) 15 Revision of Section 403 – Hot Mix Asphalt (January 31, 2023) 16-18 Revision of Section 608 – Concrete Apron (January 31, 2023) 19 Force Account Items (January 31, 2023) 20 Utilities (January 31, 2023) 21 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 2 NOTICE TO BIDDERS The proposal guaranty shall be a certified check, cashier's check, or bid bond in the amount of not less than 5% of the Contractor's total bid. Pursuant to subsections 102.04 and 102.05, it is recommended that bidders on this project review the work site and plan details. All bidding and technical questions shall be submitted to the following City representative for clarification: City of Fort Collins: Adam Hill Senior Buyer PO Box 580 Fort Collins, CO 80522 Office Phone: (970) 221-6777 Email: adhill@fcgov.com The above referenced individual is the only representative with authority to provide any information, clarification, or interpretation regarding the plans, specifications, and any other contract documents or requirements. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 3 COMMENCEMENT AND COMPLETION OF WORK (FLOATING START DATE) The Contractor shall select the date that contract time begins for this project, subject to the following conditions: (a)The earliest date shall be July 10, 2023. (b)The latest date shall be July 24, 2023. (c)The Contractor shall notify the Engineer, in writing, at least 30 days before the proposed beginning date. If the earlier date, as stated above, follows the award date by less than 30 days, the Contractor's written notice to the Engineer shall be at least l0 days before the proposed beginning date. (d)The date that contract time begins shall be subject to City of Fort Collins and Poudre Fire Authority approval. The Contractor shall reach “Substantial Completion” of the work within 30 working days of the issuance of the "Notice to Proceed." Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: Salient work items to be shown on the Contractor's schedule include but are not limited to: (1)Mobilization (2)Erosion Control (3)Earthwork (4)RCP Installation (5)ABC Construction (6)Concrete Items (7)HMA Paving (8)Permanent Signage and Striping (9)Seeding, Mulching and Final Stabilization DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 4 REVISION OF SECTION 101 DEFINITIONS AND TERMS Section 101 of the Standard Specifications is hereby revised for this project as follows: Existing definitions within Subsection 101.02 are hereby revised to read as follows: AWARD – The acceptance by the City of Fort Collins, or through properly authorized City of Fort Collins procedure, of a proposal. DEPARTMENT – City of Fort Collins or Poudre Fire Authority. ENGINEER – The Senior Engineer or Project Manager for the City of Fort Collins, acting either directly or through an authorized representative who is responsible for engineering and administrative supervision of the project. LABORATORY – The designated laboratory authorized by the City of Fort Collins to test materials and work involved in the contract. PROJECT ENGINEER – The Engineer for the City of Fort Collins, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them. STATE – City of Fort Collins, Colorado (where applicable). All references to the Colorado Division of Highways, Colorado Department of Transportation, and/or Department or Division shall also mean City of Fort Collins. The following definition is added as follows: ADDENDUM OR ADDENDA – Any change(s), revision(s), or clarifications(s) of the Contract Plans or Special Provisions which have been duly issued by the City of Fort Collins to prospective Bidders prior to the time of opening bids. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 5 REVISION OF SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS Section 102 of the Standard Specifications is hereby revised for this project as follows: Subsection 102.02 shall include the following: The City of Fort Collins will publish bidding opportunities to prospective bidders on the Rocky Mountain E- Purchasing System (RMEPS). The forms on this website will state the location and description of the contemplated construction and will show the estimate of the various quantities and types of work to be performed or materials to be furnished and will have a schedule of items for which unit bid prices are invited. The forms will also state the time in which the project must be completed, the amount of the proposal guaranty, and the date, time and place of the opening of proposals. All bidders on projects shall submit electronic bid submittals only. After the proposals have been opened, the City will only provide the low responsible bidder with electronic Portable Document Format (pdf) files of the plans and project manual. If requested, hard copies of the contract documents can be provided to the Contractor; however, the Contractor will be responsible for reimbursement at current reproduction rates. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 6 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.02 shall include the following: The Contractor shall be required to have on site at all times, a minimum of one each hard-copy of the following Colorado Department of Transportation (CDOT) publications: •Colorado Department of Transportation Standard Specifications for Road and Bridge Construction, 2022 •Colorado Department of Transportation Standard Plans, M&S Standards, July 2019, with the latest updates. These CDOT documents are also available on the CDOT website at the following address: www.codot.gov/business/designsupport Subsection 105.09 shall have the second paragraph replaced as follows: The Larimer County “Urban Area Street Standards” (hereafter referred to as the “LCUASS Standards "), latest revision, are made a part of this Contract by this reference. In those instances where the Standards specifications conflict with any of the provisions of other parts of the standards the governing order of precedence shall be as listed below. In case of discrepancy the order of precedence is as follows: (a)Contract Agreement (b)Project Special Provisions written herein this document of the latest revision of CDOT’s “Standard Specifications for Road and Bridge Construction” (c)City of Fort Collins General Conditions (d)Plans (Calculated or shown dimensions will govern over scaled dimensions) (e)CDOT Standard Specifications for Road and Bridge Construction (f)CDOT M&S Standards (g)The latest version of the Larimer County “Urban Area Street Standards” Subsection 105.10 is revised to include the following: The City of Fort Collins is committed to complying with the United States Environmental Protection Agency (EPA) and the Streets Department Environmental Management System (EMS) requirements that vehicles on City projects shall comply with the “Anti-Idling Policy” to reduce environmental impacts related to construction. Contractors and subcontractors shall comply with turning off vehicles and equipment instead of idling for long periods (more than thirty (30) seconds after stopping at destination and/or not more than five (5) minutes aggregated within sixty (60) minutes). Exceptions for powering auxiliary equipment and for safety or health emergencies are allowed. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 7 REVISION OF SECTION 106 CONTROL OF MATERIAL (SAMPLING) Section 106 of the Standard Specifications is hereby revised for this project as follows: Subsection 106.03, add the following: The Engineer will designate the sampling time, location, and sample size, based on a random sampling schedule. The sampling will be conducted in the presence of the Engineer. The City of Fort Collins will be responsible for all expenses associated with Quality Assurance (QA) testing. The Contractor shall be responsible for all Quality Control (QC) testing costs. Test frequencies shall be in accordance with the project specifications, CDOT Field Materials Manual or LCUASS standards. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 8 REVISION OF SECTION 107 PERMITS, LICENSES, LEGAL RELATIONS AND INSURANCE Section 107 of the Standard Specifications is hereby revised for this project as follows: Subsection 107.02 shall include the following: Unless otherwise specified, the Contractor shall procure all required permits and licenses; pay all charges, fees, and taxes, including permits procured for this project by others; and give all notices necessary and incidental to the due and lawful prosecution of the work. The costs of these permits will not be paid for separately, but shall be included in the work. The area of disturbance on this project is expected to exceed an acre. The Contractor is responsible for obtaining a CDPHE Construction Stormwater Discharge Permit and associated City of Fort Collins construction permit. Prior to beginning work, the Contractor shall furnish the Engineer with a written list of all permits required for the proper completion of the contract. The list shall clearly identify the types of permits that must be obtained before work on any particular phase or phases of work can be started. Copies of the fully executed permits shall be furnished to the Engineer upon request. The Contractor shall comply with all applicable federal and state laws, orders, and regulations concerning the control and abatement of water and air pollution. Subsection 107.06 is revised to include the following: Personnel on this project shall use protective equipment prescribed by Local, State, and Federal safety regulations to control or eliminate hazards or exposure to illness or injury. The Contractor and subcontractors are responsible for providing and ensuring the use of the required Personal Protective Equipment (PPE). Only Personal Protective Equipment complying with the Occupational Safety and Health Administration (OSHA) or American National Standards Institute (ANSI) regulations shall be used. The Contractor shall be responsible for the compliance of their employees and the subcontractor’s employees. The Contractor’s safety representative shall make regular field inspections to audit and document compliance. Any worker who refuses to use the prescribed protective equipment designed for their protection, or willfully damages such equipment will be removed from the project site. As a minimum, workers on this project shall be required to wear safety vests, hard hats, and steel/composite toed boots while on the construction site. Subsection 107.15 is revised to include the following: For this project, all insurance certificates shall name the City of Fort Collins and Poudre Fire Authority as an additionally insured party. For this project, insurance coverage shall meet the requirements and limits per CDOT Standard Specifications and Revision of Section 107.15 Responsibility for Damage Claims, Insurance Types and Coverage Limits. In case of a conflict between the City’s General Contract Conditions and CDOT Standard Specifications, the more stringent of the two shall apply. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 9 REVISION OF SECTION 107 AIR QUALITY CONTROL Section 107 of the Standard Specification is hereby revised as follows: Subsection 107.24 shall include the following: Watering or other fugitive dust control methods will be employed to reduce fugitive dust. Concrete sawing operations shall require the use of wet saw techniques or other methods approved by the Engineer to reduce fugitive dust emissions. Costs associated with fugitive dust control activities shall not be paid for separately, but shall be included in the cost of the work. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 10 REVISION OF SECTION 107 WATER QUALITY CONTROL Section 107 of the Standard Specification is hereby revised as follows: Subsection 107.25 shall include the following: In accordance with Section 107.25, all concrete work, including but not limited to, the placement of concrete, sawcutting, washing of concrete tools and equipment, and related treatment work shall be conducted in a manner that prevents wash water and other potential pollutants, including concrete and sandblasting debris, from entering the City’s municipal storm sewer system or adjacent drainageway. Potential pollutants shall be contained and disposed of in accordance with applicable State and Federal waste disposal requirements. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 11 REVISION OF SECTION 108 LIMITATION OF OPERATIONS Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.05 shall include the following: The Contractor shall complete the work in a manner that results in the least impact to the Poudre Fire Authority Training Center. Closures and work operations may be limited to specific hours or days of the week to minimize impacts. Work shall be performed during daylight hours Monday through Friday, between 7 A.M. and 5 P.M., unless otherwise approved by the City or Poudre Fire Authority. No work will be allowed on Saturday, Sunday or City observed holidays, unless approved by the City. No work shall be performed on 3-day holiday weekends, and work shall shut down at noon on the Friday (or Thursday in the case of a Friday Holiday) prior to the Holiday weekends. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 12 REVISION OF SECTION 108 DETERMINATION AND EXTENSION OF CONTRACT TIME Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.08 shall include the following: Prior to the preconstruction meeting, the Contractor shall submit to the Engineer or Project Manager, for approval, a CPM Project Schedule showing the time of commencement and proposed progress of the work. If the Contractor falls behind the approved schedule, then all reasonable efforts shall be implemented to accelerate the schedule and complete the work within the contract time. The Contractor shall furnish additional resources (e.g. equipment, manpower, etc.) and implement other strategies to expedite the construction, at no additional cost to the project. Work on the project shall not begin until the Contractor has an approved schedule. Schedule updates shall be provided in accordance with Subsection 108.03. Substantial Completion for the work shall occur within 30 working days following issuance of the Notice to Proceed. Substantial completion is defined as the completion of all drainage improvements, grading, aggregate base course, concrete and asphalt pavement construction. When the Contractor considers the entire work ready for its intended use, they shall notify the City in writing and request a final walk through. Within a reasonable amount of time, the City and Poudre Fire Authority shall make an inspection of the work to determine the status of completion. If the work is substantially complete, the City will issue a Certificate of Substantial Completion and attach a punch list of items to be completed or corrected prior to final payment. Failure by the Contractor to complete the work on time will result in daily charges for liquidated damages. Liquidated damages will be assessed per Section 108.09 of the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Contract time may be adjusted only through Change Order. Any requests for extension of time due to conditions outside the Contractor’s control shall be made in writing to the Project Manager within 48 hours of the cause of delay. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 13 REVISION OF SECTION 109 MEASUREMENT AND PAYMENT Section 109 of the Standard Specifications is hereby revised for this project as follows: Subsection 109.02 shall include the following: The City will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. Where the Standard Specifications call for a possible reduced price adjustment, such adjustments shall be at the sole discretion of the City of Fort Collins. The City may require such items of work to be removed and replaced. Bid prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work. All work not specifically set forth as a pay item in the Bid Schedule shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid for the various items of work. Total Bid Prices shall be interpreted to cover all Work required by the Contract Documents. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 14 REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised for this project as follows: Subsection 208.01 shall include the following: This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures during the life of the Contract to prevent or minimize erosion, sedimentation, and pollution of any waterways. Work shall be in accordance with the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins Environmental Standard Operating Procedures. Any loss of time or materials related to erosion and erosion control shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either onsite or offsite) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor. Subsection 208.03 is revised to include as follows: All erosion control measures must be installed prior to starting work. It shall be the responsibility of the Contractor to ensure that all roadways near the project are kept clean of construction debris and sediment. The Contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. Subsection 208.04 is revised to include the following: The Erosion Control Supervisor (ECS) is responsible for all paperwork including completion of the Storm Water Management Plan (SWMP) in the submittal process, 14-calendar day inspections, and post storm inspection shall be conducted within 24 hours following a storm event. On the 14-day inspection, the ECS should use the maintenance log in the SWMP. ECS should make routine inspections of erosion control features on the job to ensure compliance and correct the BMP’s (as needed). Subsection 208.06 – Materials Handling and Spill Prevention – is revised to include the following: Appropriate Spill Kits shall be on site with each piece of equipment at all times during installation of the Work and during equipment maintenance and fueling. The Contractor shall submit a description of the items contained in each Spill Kit for approval by the Engineer/Project Manager. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 15 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised for this project as follows: Subsection 304.01 is revised to include the following: This work shall consist of furnishing and placing one or more courses of aggregate base or recycled concrete on a prepared subgrade. City Furnished Materials: The City is planning additional construction activities at the Poudre Fire Authority Training Center and it is anticipated that excess crushed concrete base material will be stockpiled near the project site and available for construction of the access road (ABC – Install Only). The Contractor is responsible for coordinating with City or PFA representatives on the availability and location of the stockpiled material. If there is insufficient City furnished material to construct the access road per the design profile and pavement section shown on the plans, then Aggregate Base Course (Class 6) shall be used to construct the access road improvements. Subsection 304.02 shall include the following: Aggregate Base Course (Class 6) must meet the gradation requirements and have a minimum resistance value of 78 when tested by the Hveem Stabilometer method. Aggregate Base Course shall meet the grading requirements for Class 6. Recycled concrete (Class 6) may be substituted for Aggregate Base Course as authorized by the Engineer/Project Manager. Subsection 304.08 shall include the following: Payment will be made under: Pay Item Pay Unit Aggregate Base Course (Crushed Concrete) (Install Only) Cubic Yard This price shall include all coordination, loading, transport, placement, finishing, compaction and incidentals necessary to complete this work as specified in the plans or as directed by the Engineer. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 16 REVISION OF SECTION 403 HOT MIX ASPHALT Section 403 of the Standard Specifications is hereby revised for this project as follows: Subsection 403.02 shall include the following: The design mix for hot mix asphalt shall conform to the following: Table 403-1 Property Test Method Value For Grading SX(75) Air Voids, percent at: N (design) CPL 5115 3.5 – 4.5 Lab Compaction (Revolutions): N (design) CPL 5115 75 Stability, minimum CPL 5106 28 Aggregate Retained on the 4.75 mm (No. 4) Sieve for S, SX and SG, and on the 2.36mm (No. 8) CP 45 60 Accelerated Moisture Susceptibility Tensile Strength Ratio (Lottman), minimum CPL 5109 Method B 80 Minimum Dry Split Tensile Strength, kPa (psi) CPL 5109 Method B 205 (30) Grade of Asphalt Cement, Top Layer PG 58-28 Grade of Asphalt Cement, Layers below Top PG 58-28 Voids in the Mineral Aggregate (VMA) % minimum CP 48 See Table 403-2 Voids Filled with Asphalt (VFA), % AI MS-2 65-80 Dust to Asphalt Ratio Fine Gradation Coarse Gradation CP 50 0.6 – 1.2 0.8 – 1.6 Note: AI MS-2 = Asphalt Institute Manual Series 2 Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be approached with caution because of constructability problems. Note: Gradations for mixes with a nominal maximum aggregate size of one-inch or larger are considered a coarse gradation if they pass below the maximum density line at the #4 screen. Gradations for mixes with a nominal maximum aggregate size of 3/4” to 3/8” are considered a coarse gradation if they pass below the maximum density line at the #8 screen. Gradations for mixes with a nominal maximum aggregate size of #4 or smaller are considered a coarse gradation if they pass below the maximum density line at the #16 screen. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 17 -2- REVISION OF SECTION 403 HOT MIX ASPHALT All mix designs shall be run with a gyratory compaction angle of 1.25 degrees and properties must satisfy Table 403-1. Form 43 will establish construction targets for Asphalt Cement and all mix properties at Air Voids up to 1.0 percent below the mix design optimum. Table 403-2 Minimum Voids in the Mineral Aggregate (VMA) Nominal Maximum Size*, mm (inches) ***Design Air Voids ** 3.5% 4.0% 4.5% 5.0% 37.5 (1½) 11.6 11.7 11.8 N/A 25.0 (1) 12.6 12.7 12.8 19.0 (¾) 13.6 13.7 13.8 12.5 (½) 14.6 14.7 14.8 9.5 (⅜) 15.6 15.7 15.8 4.75 (No. 4) 16.6 16.7 16.8 16.9 * The Nominal Maximum Size is defined as one sieve larger than the first sieve to retain more than 10%. ** Interpolate specified VMA values for design air voids between those listed. *** Extrapolate specified VMA values for production air voids beyond those listed. The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HMA. This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. CDOT approved Warm Mix Asphalt (WMA) may be allowed on this project in accordance with CP 59. Unique requirements for WMA design, production and acceptance testing as documented during CDOT WMA approval shall be submitted and approved by the City. Delays to the project due to WMA submittal and review will be considered within the Contractor’s control and will be non-excusable. The hot mix asphalt may contain reclaimed asphalt pavement (Max 20% RAP). Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt (Grading SX). A minimum of 1 percent hydrated lime by weight of the combined aggregate shall be added to the aggregate for all hot mix asphalt. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 18 -3- REVISION OF SECTION 403 HOT MIX ASPHALT Acceptance samples shall be taken at the locations determined by the City. Subsection 403.03 shall include the following: Delete subsection 403.05 and replace with the following: 403.05 The accepted quantities of hot mix asphalt will be paid for in accordance with Subsection 401.22, at the contract unit price per ton for the bituminous mixture. Payment will be made under: Pay Item Pay Unit Hot Mix Asphalt (Grading SX) (75) (PG 58-28) Ton Aggregate, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot mix asphalt item will not be paid for separately, but shall be included in the unit price bid. When the pay item includes the PG binder grade, the asphalt cement will not be measured and paid for separately, but shall be included in the work. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 19 REVISION OF SECTION 608 CONCRETE APRON Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 shall include the following: This item consists of constructing a concrete apron transition curb cut from the parking lot to the existing detention pond. All work shall be in accordance with the details on the plans or as directed by the Engineer. Subsection 608.02 shall include the following: Concrete used to construct this item shall meet all the requirements of a Class B concrete in Section 601 of the Standard Specifications. Class D or P may be substituted for Class B concrete. Subsection 608.05 shall include the following: Measurement for this item is each concrete apron installed in accordance with the plans and accepted by the City. Subsection 608.06 shall include the following: The accepted quantities of concrete apron will be paid at the contract unit price per each. Payment will be made under: Pay Item Pay Unit Concrete Apron Each DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 20 FORCE ACCOUNT ITEMS DESCRIPTION This special provision contains the City's estimate for force account items included in the Contract. The estimated amounts marked with an asterisk will be added to the total bid to determine the amount of the performance and payment bonds. Force Account work shall be performed as directed by the Engineer. BASIS OF PAYMENT Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all work necessary to complete the item. Force account work valued at $5,000 or less, that must be performed by a licensed journeyman in order to comply with federal, state, or local codes, may be paid for after receipt of an itemized statement endorsed by the Contractor. Estimated Force Account Item Quantity Amount F/A Minor Contract Revisions F.A. $ 10,000* F/A Sprinklers F.A. $ 2,000* F/A Minor Contract Revisions: This force account will cover the cost of unanticipated work that is determined to be necessary as work on the project progresses, which was not shown or described in the Contract plans and specifications. There will be no payment for this force account item unless written authorization is provided to the Contractor from the Engineer. F/A Sprinklers This force account will cover any costs associated with testing and repairing the existing above-ground, temporary sprinkler system prior to the Contractor making any modifications to the existing system. If it is determined that the existing sprinkler system has leaks or is non-functional, then the Engineer will provide direction to the Contractor on necessary repairs. There will be no payment for this force account item unless written authorization is provided to the Contractor from the Engineer. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC February 7, 2023 21 UTILITIES There are no known utilities within the limits of this project. However, no construction shall commence until all utilities are located within the construction area per state law. The Contractor is responsible for identifying all utilities of concern and calling for appropriate locates. Due to the high demand of locate companies during the construction season, it is recommended that the Contractor schedule locates at least one week in advance to minimize any possible delays. GENERAL: The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements") when excavating or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least two (2) business days, not including the actual day of notice, prior to commencing such operations. The Contractor shall contact the Utility Notification Center of Colorado (UNCC) at phone no. 811, to have locations of UNCC registered lines marked by member companies. All other underground facilities shall be located by contacting the respective owner. Utility service laterals shall also be located prior to beginning excavation or grading. The work described in these plans and specifications requires full cooperation between the Contractor and the utility owners in accordance with Subsection 105.11 in conducting their respective operations, to complete the utility work with minimum delay to the project. All new underground facilities, including laterals up to the structure or building being served, installed as part of this project must be electronically locatable when installed, in compliance with Colorado Revised Statutes, Title 9, Article 1.5. The location of utility facilities as shown on the plan and profile sheets, and herein described, were obtained from the best available information. All costs incidental to the foregoing requirements will not be paid for separately but shall be included in the work. CONTRACTOR SHALL PERFORM THE WORK LISTED BELOW: Prior to excavating, the Contractor shall positively locate all potential conflicts with existing underground utilities and proposed construction, as determined by the Contractor according to proposed methods and schedule of construction. The Contractor shall modify construction plans to avoid existing underground facilities as needed, and as approved by the Engineer. Please note that UNCC marks only its members’ facilities. Other facilities, such as drainage pipes and private electrical service lines may exist, and it is the Contractor’s responsibility to investigate, locate and avoid such facilities. The Contractor shall coordinate project construction with any impacted utility and conduct necessary utility coordination meetings, as needed to resolve conflicts. PROJECT LIMITS – ALL UTILITY OWNERS: The Contractor shall locate and pothole all potential conflicts with existing buried utility facilities with the proposed construction as shown by field location markings. If conflicts exist, modify the proposed construction plans as directed by the Engineer to avoid existing buried utility facilities. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DRAINAGE MEMORANDUM Training Facility Parking Lot Prepared For: Poudre Fire Authority, 3400 W. Vine Drive, Fort Collins, CO 80521 Prepared By: J-U-B Engineers, Inc., 4745 Boardwalk Dr., Building D, Suite 200, Fort Collins, CO 80525 (970) 377-3602 Project Number: 07-22-068 January 2023 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT FORT COLLINS, CO FINAL DRAINAGE MEMO Table of Contents I. Introduction & Approach ................................................................................................................... 2 II. Existing Conditions, Assumptions & Calculations .......................................................................... 2 III. Proposed Conditions, Assumptions & Calculations ....................................................................... 2 IV. Design Considerations .................................................................................................................... 3 V. Conclusions ...................................................................................................................................... 3 Appendix & Drawings APPENDIX APPENDIX A – Hydrologic & Hydraulic Calculations APPENDIX B – Supplemental Information APPENDIX C – Basin Areas and Drainage Maps DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT FORT COLLINS, CO FINAL DRAINAGE MEMO I. Introduction & Approach The purpose of this report is to describe and summarize the impacts of the proposed parking lot addition for the Poudre Fire Authority (PFA) Training Facility. This report will describe the existing drainage conditions found onsite and how the proposed improvements will affect the site hydrology, water quality and stormwater detention. The conclusions drawn from the site conditions will be supplemented with calculations derived from the most recent issuance of the Mile High Flood District Urban Storm Drainage Criteria Manual. The primary objective during hydraulic analysis was to determine if the existing pond has sufficient water quality capture volume (WQCV) and detention volume to accommodate the proposed parking lot addition. II. Existing Conditions, Assumptions & Calculations The proposed site is on an active fire response training facility found in the northwest portion of the City of Fort Collins where Vine Drive ends west of Overland Trail. According to the Fort Collins Drainage Criteria Manual Master Drainage Plan, the site is found within the West Vine Basin and will ultimately outfall to the Cache La Poudre River. The existing site is comprised of several buildings used for equipment maintenance and department administration, along with outdoor installations where firefighting drills can be performed. The area around the existing improvements primarily consists of a detention pond and open grassland. A Web Soil Survey provided by the U.S. Department of Agriculture shows that various soils exist throughout the site, all of which carry a Type B hydrologic soil rating and ground slopes ranging from 0-3%. According to FEMA Flood Insurance Rate Maps (FIRM) the site falls in Zone X, an area of minimal flood hazard. See Appendix B for supplemental information. The site has historically drained from west to east, with runoff from improved impervious areas being conveyed into the onsite detention pond via overland flow, drainage swales or through subsurface conduits. See Appendix C for historic basin area and drainage map. Upon entering the pond, runoff is detained by an outlet structure to enhance water quality before being discharged along the historic flow path at the historic release rate. The existing detention parameters were sourced from a previous drainage memorandum, produced by United Civil Design Group, where the pond was converted from retention to detention. The necessity to convert the pond stemmed from other site improvements being performed at the time. A copy of relevant information from the previous memorandum can be found in Appendix B of this report. Outside the contributing areas for the pond, the remaining pervious areas within the property remain untreated and continue to flow overland across the site and offsite along the historic path. For drainage analysis, the historic basin contributing to detention was delineated based on the topography collected for a previous improvement project. The area contributing to the detention pond in the historic condition was found to cover approximately eight acres with a composite impervious percentage of 35.76%. Due to the relatively small basin size, the rational method was able to be applied for water quality, 2-year and 100-year runoff calculations. III. Proposed Conditions, Assumptions & Calculations The proposed project includes a 100’ by 275’ asphalt parking lot to be located north of the existing detention pond. Additionally, a crushed concrete access road with crossing culvert is proposed to connect the lot to existing paved areas. In discussion with a PFA representative, this access road will only serve for an interim condition and is anticipated to be paved when future site amenities are incorporated which will utilize the road. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT FORT COLLINS, CO FINAL DRAINAGE MEMO Proposed features within the site were placed per PFA directive and graded to allow stormwater runoff to enter the pond without use of subsurface storm drain conduit, except for the culvert traversing below the access road. Where possible, the proposed improvements were designed to minimize directly connected impervious areas, which is best management practice (BMP) to reduce runoff volume and velocity. The drainage pattern that evolves from the proposed grading results in a larger portion of the site contributing to the detention pond than in the historic condition. The increase in area is because in the historic runoff north of the existing drainage swale and pond was either directed to a small depression or continued to flow overland offsite to the east. The parking lot is now proposed to fill the depression and runoff that used to travel overland offsite is now directed into the pond. Ultimately Basin D1 will encompass an area of approximately 12 acres, an increase of four acres, but the composite impervious percentage is reduced to 29.94% because there is more undeveloped area within the basin. See Appendix C for the proposed basin map. Following the initial hydrologic calculations, the proposed basin was analyzed to ensure the pond was designed to accommodate the additional volumes. A comparison of the required and available volumes can be found in Table 1. Table 1 – Pond Volume Comparison Storage Event Required Available Difference WQCV ft3 (ac-ft) 6,609 (0.152) 7,141 (0.164) 532 (0.012) 100-year ft3 (ac-ft) 55,613 (1.277) 64,323 (1.477) 8,710 (0.20) Regarding onsite hydraulics, there are only two locations within the proposed design where runoff is channelized and capacity is of importance. The first is the crossing culvert for the access road and the second is the curb cut/channel that drains the parking lot directly into the detention pond. By utilizing hydraulic analysis software, it was determined that both locations can safely convey the required flowrate. IV. Design Considerations When performing design for the parking lot, several factors were considered. First, was to ensure the detention pond could meet the water quality requirements and eliminate the need for outlet structure or pond grading modifications at this time. The next step was to provide a design that could utilize overland and open channel flow as much as possible to eliminate the need for subsurface storm infrastructure. The final factor was to provide design that could integrate seamlessly into future developments on the property. V. Conclusions As directed by Larimer County, analysis was performed for the historic and proposed site conditions using the appropriate drainage criteria. From these results, it was determined that the proposed site improvements alter the existing drainage pattern to direct runoff into the existing detention pond. It was also determined that the pond has sufficient WQCV and detention volume for the increased runoff that results from the added impervious area within the site. Therefore, MS4 requirements have been met and no additional permanent water quality measures need to be implemented for the improvements proposed with this project. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT FORT COLLINS, CO PRELIMINARY DRAINAGE MEMO APPENDIX A DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 2 year 100 year 1-Hour Depth 0.88 3.07 5 2.98 10.41 6 2.84 9.90 7 2.71 9.44 8 2.59 9.02 9 2.48 8.65 10 2.38 8.31 11 2.29 7.99 12 2.21 7.71 13 2.13 7.44 14 2.06 7.20 15 2.00 6.97 16 1.94 6.76 17 1.88 6.56 18 1.83 6.38 19 1.78 6.20 20 1.73 6.04 21 1.69 5.89 22 1.65 5.74 23 1.61 5.60 24 1.57 5.47 25 1.53 5.35 26 1.50 5.23 27 1.47 5.12 28 1.44 5.02 29 1.41 4.91 30 1.38 4.82 31 1.35 4.72 32 1.33 4.64 33 1.30 4.55 34 1.28 4.47 35 1.26 4.39 36 1.24 4.32 37 1.22 4.24 38 1.20 4.17 39 1.18 4.11 40 1.16 4.04 41 1.14 3.98 42 1.12 3.92 43 1.11 3.86 44 1.09 3.80 45 1.07 3.75 46 1.06 3.70 47 1.05 3.65 48 1.03 3.60 49 1.02 3.55 50 1.00 3.50 51 0.99 3.46 52 0.98 3.41 53 0.97 3.37 54 0.95 3.33 55 0.94 3.29 56 0.93 3.25 57 0.92 3.21 58 0.91 3.17 59 0.90 3.14 60 0.89 3.10 61 0.88 3.07 62 0.87 3.03 63 0.86 3.00 64 0.85 2.97 65 0.84 2.94 66 0.83 2.91 67 0.83 2.88 68 0.82 2.85 69 0.81 2.82 70 0.80 2.79 71 0.79 2.77 72 0.79 2.74 73 0.78 2.71 74 0.77 2.69 75 0.76 2.66 76 0.76 2.64 77 0.75 2.62 78 0.74 2.59 79 0.74 2.57 80 0.73 2.55 RATIONAL METHOD CALCULATED IDF CURVE (MHFD UDSCM) 0 0 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 0.00 2.00 4.00 6.00 8.00 10.00 12.00 0 10 20 30 40 50 60 70 80 90 IN T E N S I T Y ( I N / H R ) TIME OF CONCENTRATION (MINUTES) IDF CURVES 100 Year 2 Year DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Basin Total Area Total Area Paved Area (100% Impervious) Roofs (90% Impervious) Gravel (40% Impervious) Undeveloped/Open (2% Impervious)Composite Composite Composite Composite Composite ft2 acres acres acres acres acres "C2" "C5" "C10" "C100" Imperviousness H1 348,966 8.011 2.186 0.608 0.071 5.146 0.25 0.28 0.35 0.59 35.76% D1 523,670 12.022 2.824 0.608 0.167 8.423 0.21 0.23 0.30 0.57 30.00% WEIGHTED RUNOFF COEFFICIENTS PFA TRAINING FACILITY PARKING (TYPE B SOIL) 07-22-068 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC FINAL REMARKS Basin Total Area C5 Impervious Length Slope ti Length Conveyance Slope Velocity tt Total Length tc tc acres Percent ft %min ft Coefficient %ft/s min ft min min H1 8.01 0.28 0.36 346 1.46 24.30 384 15 1.45 1.81 3.54 729.77 23.71 24 D1 12.02 0.23 0.30 346 1.46 25.74 384 16 1.45 1.93 3.32 730.00 24.94 25 Note: tc =ti + tt 1) The minimum tc for non-urban watershed is 10 minutes and 5 minutes for urban watersheds 2) Initial/Overland Length is 500 feet maximum for non-urban watersheds and 300 feet maximum for urban watersheds. TIME OF CONCENTRATION INITIAL/OVERLAND TIME TRAVEL TIME tc CHECKBASIN DATA PFA TRAINING FACILITY PARKING (TYPE B SOIL) 07-22-068 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC REMARKS Basin Area Runoff Coeff.C*A tc I Q acres - acres min in/hr cfs H1 8.01 0.25 2.02 24 1.61 3.25 D1 12.02 0.21 2.47 25 1.57 3.88 RATIONAL METHOD 2-YEAR DESIGN STORM PFA TRAINING FACILITY PARKING (TYPE B SOIL) 07-22-068 DIRECT RUNOFF DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC REMARKS Basin Area Runoff Coeff.C*A tc I Q acres - acres min in/hr cfs H1 8.01 0.59 4.76 24 5.60 26.67 D1 12.02 0.57 6.82 25 5.47 37.31 RATIONAL METHOD 100-YEAR DESIGN STORM PFA TRAINING FACILITY PARKING (TYPE B SOIL) 07-22-068 DIRECT RUNOFF DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC I= 30.00% a= 1.0 WQCV= 0.151468 watershed inches V= 0.151743 ac-ft 6609.927 ft3 WATER QUALITY CAPTURE VOLUME PFA TRAINING FACILITY PARKING (TYPE B SOIL) 07-22-068 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Project: Basin ID: Design Information (Input):Design Information (Input): Catchment Drainage Imperviousness Ia =29.94 percent Catchment Drainage Imperviousness Ia =29.94 percent Catchment Drainage Area A = 12.022 acres Catchment Drainage Area A = 12.022 acres Predevelopment NRCS Soil Group Type = B A, B, C, or D Predevelopment NRCS Soil Group Type = B A, B, C, or D Return Period for Detention Control T = 2 years (2, 5, 10, 25, 50, or 100) Return Period for Detention Control T = 100 years (2, 5, 10, 25, 50, or 100) Time of Concentration of Watershed Tc = 25 minutes Time of Concentration of Watershed Tc = 25 minutes Allowable Unit Release Rate q = 0.46 cfs/acre Allowable Unit Release Rate q = 0.26 cfs/acre One-hour Precipitation P1 =0.88 inches One-hour Precipitation P1 =3.07 inches Design Rainfall IDF Formula i = C1* P1/(C2+Tc)^C3 Design Rainfall IDF Formula i = C1* P1/(C2+Tc)^C3 Coefficient One C1 =28.50 Coefficient One C1 =28.50 Coefficient Two C2 =10.00 Coefficient Two C2 =10.00 Coefficient Three C3 =0.789 Coefficient Three C3 =0.789 Determination of Average Outflow from the Basin (Calculated):Determination of Average Outflow from the Basin (Calculated): Runoff Coefficient C = 0.18 Runoff Coefficient C = 0.47 Runoff Coefficient (Override) C = 0.21 Runoff Coefficient (Override) C = 0.57 Inflow Peak Runoff Qp-in = 3.83 cfs Inflow Peak Runoff Qp-in = 36.27 cfs Allowable Peak Outflow Rate Qp-out =0.95 cfs Allowable Peak Outflow Rate Qp-out =3.08 cfs Mod. FAA Minor Storage Volume = 4,453 cubic feet Mod. FAA Major Storage Volume = 55,613 cubic feet 5 Mod. FAA Minor Storage Volume = 0.102 acre-ft Mod. FAA Major Storage Volume = 1.277 acre-ft 1 <- Enter Rainfall Duration Incremental Increase Value Here (e.g. 5 for 5-Minutes) Rainfall Rainfall Inflow Adjustment Average Outflow Storage Rainfall Rainfall Inflow Adjustment Average Outflow Storage Duration Intensity Volume Factor Outflow Volume Volume Duration Intensity Volume Factor Outflow Volume Volume minutes inches / hr acre-feet "m" cfs acre-feet acre-feet minutes inches / hr acre-feet "m" cfs acre-feet acre-feet (input)(output) (output) (output) (output) (output) (output) (input) (output) (output) (output) (output) (output) (output) 5 2.96 0.044 1.00 0.95 0.007 0.038 5 10.33 0.402 1.00 3.08 0.021 0.381 6 2.81 0.050 1.00 0.95 0.008 0.042 6 9.82 0.458 1.00 3.08 0.025 0.433 7 2.68 0.056 1.00 0.95 0.009 0.047 7 9.36 0.510 1.00 3.08 0.030 0.480 8 2.56 0.061 1.00 0.95 0.010 0.051 8 8.94 0.557 1.00 3.08 0.034 0.523 9 2.46 0.066 1.00 0.95 0.012 0.054 9 8.57 0.600 1.00 3.08 0.038 0.562 10 2.36 0.070 1.00 0.95 0.013 0.057 10 8.23 0.641 1.00 3.08 0.042 0.598 11 2.27 0.074 1.00 0.95 0.014 0.060 11 7.92 0.678 1.00 3.08 0.047 0.631 12 2.19 0.078 1.00 0.95 0.016 0.063 12 7.64 0.713 1.00 3.08 0.051 0.662 13 2.11 0.082 1.00 0.95 0.017 0.065 13 7.37 0.746 1.00 3.08 0.055 0.691 14 2.04 0.085 1.00 0.95 0.018 0.067 14 7.13 0.777 1.00 3.08 0.059 0.717 15 1.98 0.088 1.00 0.95 0.020 0.069 15 6.90 0.806 1.00 3.08 0.064 0.742 16 1.92 0.091 1.00 0.95 0.021 0.071 16 6.69 0.833 1.00 3.08 0.068 0.765 17 1.86 0.094 1.00 0.95 0.022 0.072 17 6.50 0.859 1.00 3.08 0.072 0.787 18 1.81 0.097 1.00 0.95 0.024 0.074 18 6.31 0.884 1.00 3.08 0.076 0.808 19 1.76 0.100 1.00 0.95 0.025 0.075 19 6.14 0.908 1.00 3.08 0.081 0.827 20 1.71 0.102 1.00 0.95 0.026 0.076 20 5.98 0.930 1.00 3.08 0.085 0.846 21 1.67 0.105 1.00 0.95 0.027 0.077 21 5.83 0.952 1.00 3.08 0.089 0.863 22 1.63 0.107 1.00 0.95 0.029 0.078 22 5.68 0.973 1.00 3.08 0.093 0.879 23 1.59 0.109 1.00 0.95 0.030 0.079 23 5.54 0.993 1.00 3.08 0.098 0.895 24 1.55 0.111 1.00 0.95 0.031 0.080 24 5.42 1.012 1.00 3.08 0.102 0.910 25 1.52 0.113 1.00 0.95 0.033 0.080 25 5.29 1.030 1.00 3.08 0.106 0.924 26 1.48 0.115 0.98 0.93 0.033 0.082 26 5.18 1.048 0.98 3.02 0.108 0.939 27 1.45 0.117 0.96 0.91 0.034 0.083 27 5.07 1.065 0.96 2.97 0.110 0.954 28 1.42 0.119 0.95 0.90 0.035 0.084 28 4.96 1.081 0.95 2.92 0.112 0.969 29 1.39 0.120 0.93 0.88 0.035 0.085 29 4.86 1.097 0.93 2.87 0.115 0.982 30 1.37 0.122 0.92 0.87 0.036 0.086 30 4.76 1.112 0.92 2.82 0.117 0.996 31 1.34 0.124 0.90 0.86 0.037 0.087 31 4.67 1.127 0.90 2.78 0.119 1.008 32 1.31 0.125 0.89 0.85 0.037 0.088 32 4.58 1.142 0.89 2.74 0.121 1.021 33 1.29 0.127 0.88 0.83 0.038 0.089 33 4.50 1.156 0.88 2.71 0.123 1.033 34 1.27 0.128 0.87 0.82 0.039 0.090 34 4.42 1.169 0.87 2.67 0.125 1.044 35 1.24 0.130 0.86 0.81 0.039 0.091 35 4.34 1.183 0.86 2.64 0.127 1.055 36 1.22 0.131 0.85 0.80 0.040 0.091 36 4.27 1.195 0.85 2.61 0.129 1.066 37 1.20 0.133 0.84 0.80 0.041 0.092 37 4.19 1.208 0.84 2.58 0.132 1.076 38 1.18 0.134 0.83 0.79 0.041 0.093 38 4.13 1.220 0.83 2.55 0.134 1.086 39 1.16 0.135 0.82 0.78 0.042 0.093 39 4.06 1.232 0.82 2.53 0.136 1.096 40 1.15 0.137 0.81 0.77 0.043 0.094 40 3.99 1.244 0.81 2.50 0.138 1.106 41 1.13 0.138 0.80 0.76 0.043 0.095 41 3.93 1.255 0.80 2.48 0.140 1.115 42 1.11 0.139 0.80 0.76 0.044 0.095 42 3.87 1.266 0.80 2.46 0.142 1.124 43 1.09 0.140 0.79 0.75 0.044 0.096 43 3.82 1.277 0.79 2.44 0.144 1.133 44 1.08 0.141 0.78 0.74 0.045 0.096 44 3.76 1.287 0.78 2.42 0.146 1.141 45 1.06 0.142 0.78 0.74 0.046 0.097 45 3.71 1.298 0.78 2.40 0.148 1.149 46 1.05 0.144 0.77 0.73 0.046 0.097 46 3.65 1.308 0.77 2.38 0.151 1.157 47 1.03 0.145 0.77 0.73 0.047 0.098 47 3.60 1.318 0.77 2.36 0.153 1.165 48 1.02 0.146 0.76 0.72 0.048 0.098 48 3.55 1.327 0.76 2.34 0.155 1.173 49 1.00 0.147 0.76 0.72 0.048 0.098 49 3.51 1.337 0.76 2.33 0.157 1.180 50 0.99 0.148 0.75 0.71 0.049 0.099 50 3.46 1.346 0.75 2.31 0.159 1.187 51 0.98 0.149 0.75 0.71 0.050 0.099 51 3.41 1.355 0.75 2.29 0.161 1.194 52 0.97 0.150 0.74 0.70 0.050 0.099 52 3.37 1.364 0.74 2.28 0.163 1.201 53 0.95 0.151 0.74 0.70 0.051 0.100 53 3.33 1.373 0.74 2.27 0.165 1.208 54 0.94 0.152 0.73 0.69 0.052 0.100 54 3.29 1.382 0.73 2.25 0.168 1.214 55 0.93 0.153 0.73 0.69 0.052 0.100 55 3.25 1.390 0.73 2.24 0.170 1.221 56 0.92 0.154 0.72 0.69 0.053 0.101 56 3.21 1.399 0.72 2.23 0.172 1.227 57 0.91 0.154 0.72 0.68 0.054 0.101 57 3.17 1.407 0.72 2.22 0.174 1.233 58 0.90 0.155 0.72 0.68 0.054 0.101 58 3.13 1.415 0.72 2.20 0.176 1.239 59 0.89 0.156 0.71 0.68 0.055 0.101 59 3.10 1.423 0.71 2.19 0.178 1.245 60 0.88 0.157 0.71 0.67 0.056 0.101 60 3.06 1.431 0.71 2.18 0.180 1.250 61 0.87 0.158 0.70 0.67 0.056 0.102 61 3.03 1.438 0.70 2.17 0.182 1.256 62 0.86 0.159 0.70 0.67 0.057 0.102 62 3.00 1.446 0.70 2.16 0.185 1.261 63 0.85 0.160 0.70 0.66 0.058 0.102 63 2.96 1.453 0.70 2.15 0.187 1.266 64 0.84 0.160 0.70 0.66 0.058 0.102 64 2.93 1.460 0.70 2.14 0.189 1.272 65 0.83 0.161 0.69 0.66 0.059 0.102 65 2.90 1.468 0.69 2.13 0.191 1.277 Mod. FAA Minor Storage Volume (cubic ft.) = 4,453 Mod. FAA Major Storage Volume (cubic ft.) = 55,613 Mod. FAA Minor Storage Volume (acre-ft.) = 0.1022 Mod. FAA Major Storage Volume (acre-ft.) = 1.2767 Determination of MAJOR Detention Volume Using Modified FAA Method (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (NOTE: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.35, Released January 2015 (Modified July 2015) Determination of MINOR Detention Volume Using Modified FAA Method DETENTION VOLUME BY THE MODIFIED FAA METHOD PFA Training Facility Parking D1 07-22-068_Detention-FAA, Modified FAA 12/1/2022, 12:46 PM DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Project: Basin ID: DETENTION VOLUME BY THE MODIFIED FAA METHOD PFA Training Facility Parking D1 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 0 10 20 30 40 50 60 70 Vo l u m e ( a c r e - f e e t ) Duration (Minutes) Inflow and Outflow Volumes vs. Rainfall Duration Minor Storm Inflow Volume Minor Storm Outflow Volume Minor Storm Storage Volume Major Storm Inflow Volume Major Storm Outflow Volume Major Storm Storage Volume 07-22-068_Detention-FAA, Modified FAA 12/1/2022, 12:47 PM DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Culvert Report Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Wednesday, Jan 11 2023 Culvert A Invert Elev Dn (ft) = 5132.77 Pipe Length (ft) = 32.00 Slope (%) = 1.44 Invert Elev Up (ft) = 5133.23 Rise (in) = 14.0 Shape = Elliptical Span (in) = 23.0 No. Barrels = 1 n-Value = 0.013 Culvert Type = Horizontal Ellipse Concrete Culvert Entrance = Square edge w/headwall (H) Coeff. K,M,c,Y,k = 0.01, 2, 0.0398, 0.67, 0.5 Embankment Top Elevation (ft) = 5135.69 Top Width (ft) = 22.00 Crest Width (ft) = 55.00 Calculations Qmin (cfs) = 1.00 Qmax (cfs) = 15.00 Tailwater Elev (ft) = (dc+D)/2 Highlighted Qtotal (cfs) = 11.00 Qpipe (cfs) = 11.00 Qovertop (cfs) = 0.00 Veloc Dn (ft/s) = 6.52 Veloc Up (ft/s) = 7.50 HGL Dn (ft) = 5133.80 HGL Up (ft) = 5134.12 Hw Elev (ft) = 5135.56 Hw/D (ft) = 2.00 Flow Regime = Inlet Control DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Channel Report Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, Dec 1 2022 Parking Lot Drainage Channel Trapezoidal Bottom Width (ft) = 6.40 Side Slopes (z:1) = 4.00, 4.00 Total Depth (ft) = 1.90 Invert Elev (ft) = 5129.40 Slope (%) = 1.50 N-Value = 0.025 Calculations Compute by: Q vs Depth No. Increments = 10 Highlighted Depth (ft) = 0.95 Q (cfs) = 54.58 Area (sqft) = 9.69 Velocity (ft/s) = 5.63 Wetted Perim (ft) = 14.23 Crit Depth, Yc (ft) = 1.05 Top Width (ft) = 14.00 EGL (ft) = 1.44 0 5 10 15 20 25 30 35 Elev (ft) Depth (ft)Section 5128.50 -0.90 5129.00 -0.40 5129.50 0.10 5130.00 0.60 5130.50 1.10 5131.00 1.60 5131.50 2.10 5132.00 2.60 Reach (ft) DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT FORT COLLINS, CO PRELIMINARY DRAINAGE MEMO APPENDIX B DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Hydrologic Soil Group—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2022 Page 1 of 4 44 9 3 8 0 0 44 9 3 9 0 0 44 9 4 0 0 0 44 9 4 1 0 0 44 9 4 2 0 0 44 9 4 3 0 0 44 9 4 4 0 0 44 9 4 5 0 0 44 9 4 6 0 0 44 9 3 8 0 0 44 9 3 9 0 0 44 9 4 0 0 0 44 9 4 1 0 0 44 9 4 2 0 0 44 9 4 3 0 0 44 9 4 4 0 0 44 9 4 5 0 0 44 9 4 6 0 0 487900 488000 488100 488200 488300 488400 488500 487900 488000 488100 488200 488300 488400 488500 40° 36' 8'' N 10 5 ° 8 ' 3 6 ' ' W 40° 36' 8'' N 10 5 ° 8 ' 8 ' ' W 40° 35' 40'' N 10 5 ° 8 ' 3 6 ' ' W 40° 35' 40'' N 10 5 ° 8 ' 8 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 200 400 800 1200 Feet 0 50 100 200 300 Meters Map Scale: 1:4,220 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 17, Sep 7, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 2, 2021—Aug 25, 2021 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2022 Page 2 of 4 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 3 Altvan-Satanta loams, 0 to 3 percent slopes B 18.5 21.1% 53 Kim loam, 1 to 3 percent slopes B 55.5 63.4% 61 Larimer fine sandy loam, 1 to 3 percent slopes B 13.6 15.5% Totals for Area of Interest 87.6 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Hydrologic Soil Group—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2022 Page 3 of 4 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Larimer County Area, Colorado Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2022 Page 4 of 4 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 10/24/2022 at 2:36 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 105°8'32"W 40°36'2"N 105°7'54"W 40°35'35"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC NOAA Atlas 14, Volume 8, Version 2 Location name: Fort Collins, Colorado, USA* Latitude: 40.5972°, Longitude: -105.1387° Elevation: 5135.4 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF_tabular | PF_graphical | Maps_&_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 5-min 0.264 (0.205‑0.340) 0.312 (0.241‑0.401) 0.412 (0.318‑0.531) 0.517 (0.397‑0.669) 0.693 (0.530‑0.970) 0.854 (0.631‑1.20) 1.04 (0.739‑1.49) 1.25 (0.851‑1.83) 1.56 (1.02‑2.34) 1.82 (1.15‑2.72) 10-min 0.387 (0.300‑0.497) 0.456 (0.353‑0.587) 0.603 (0.466‑0.778) 0.756 (0.581‑0.980) 1.01 (0.776‑1.42) 1.25 (0.924‑1.75) 1.52 (1.08‑2.18) 1.82 (1.25‑2.68) 2.28 (1.50‑3.42) 2.66 (1.68‑3.98) 15-min 0.472 (0.366‑0.606) 0.556 (0.431‑0.716) 0.735 (0.568‑0.948) 0.922 (0.708‑1.20) 1.24 (0.947‑1.73) 1.53 (1.13‑2.14) 1.85 (1.32‑2.65) 2.22 (1.52‑3.26) 2.78 (1.82‑4.17) 3.24 (2.05‑4.86) 30-min 0.607 (0.471‑0.780) 0.717 (0.556‑0.923) 0.951 (0.734‑1.23) 1.19 (0.917‑1.55) 1.60 (1.23‑2.24) 1.98 (1.46‑2.77) 2.40 (1.71‑3.44) 2.88 (1.97‑4.23) 3.60 (2.36‑5.40) 4.20 (2.66‑6.29) 60-min 0.743 (0.576‑0.955) 0.876 (0.679‑1.13) 1.17 (0.901‑1.51) 1.48 (1.14‑1.92) 2.01 (1.55‑2.83) 2.51 (1.86‑3.53) 3.07 (2.19‑4.41) 3.72 (2.54‑5.47) 4.68 (3.08‑7.04) 5.50 (3.48‑8.24) 2-hr 0.880 (0.688‑1.12) 1.03 (0.808‑1.32) 1.39 (1.08‑1.77) 1.77 (1.37‑2.27) 2.42 (1.88‑3.40) 3.04 (2.27‑4.25) 3.74 (2.70‑5.35) 4.55 (3.15‑6.66) 5.77 (3.83‑8.63) 6.80 (4.35‑10.1) 3-hr 0.975 (0.765‑1.24) 1.14 (0.894‑1.45) 1.52 (1.19‑1.94) 1.95 (1.51‑2.49) 2.69 (2.10‑3.76) 3.38 (2.55‑4.72) 4.19 (3.04‑5.97) 5.12 (3.56‑7.46) 6.51 (4.36‑9.71) 7.70 (4.96‑11.4) 6-hr 1.14 (0.904‑1.43) 1.36 (1.07‑1.71) 1.82 (1.44‑2.30) 2.32 (1.82‑2.93) 3.15 (2.47‑4.34) 3.92 (2.97‑5.40) 4.80 (3.51‑6.76) 5.80 (4.07‑8.37) 7.30 (4.92‑10.8) 8.56 (5.57‑12.6) 12-hr 1.39 (1.11‑1.73) 1.64 (1.31‑2.04) 2.15 (1.71‑2.68) 2.67 (2.11‑3.35) 3.52 (2.77‑4.76) 4.30 (3.27‑5.83) 5.17 (3.80‑7.18) 6.15 (4.35‑8.77) 7.61 (5.17‑11.1) 8.83 (5.80‑12.9) 24-hr 1.70 (1.37‑2.10) 1.96 (1.58‑2.42) 2.49 (2.00‑3.08) 3.02 (2.41‑3.76) 3.90 (3.09‑5.20) 4.69 (3.60‑6.30) 5.58 (4.14‑7.67) 6.58 (4.69‑9.30) 8.06 (5.53‑11.7) 9.29 (6.17‑13.5) 2-day 1.93 (1.57‑2.36) 2.29 (1.86‑2.80) 2.96 (2.39‑3.63) 3.58 (2.88‑4.41) 4.53 (3.58‑5.91) 5.34 (4.11‑7.04) 6.22 (4.64‑8.42) 7.19 (5.15‑10.0) 8.57 (5.92‑12.3) 9.69 (6.50‑14.0) 3-day 2.09 (1.71‑2.54) 2.48 (2.02‑3.02) 3.19 (2.59‑3.89) 3.83 (3.10‑4.70) 4.82 (3.82‑6.23) 5.65 (4.37‑7.40) 6.55 (4.90‑8.80) 7.52 (5.42‑10.4) 8.91 (6.20‑12.7) 10.0 (6.78‑14.4) 4-day 2.23 (1.82‑2.70) 2.63 (2.15‑3.19) 3.36 (2.74‑4.08) 4.03 (3.27‑4.92) 5.04 (4.01‑6.49) 5.89 (4.57‑7.68) 6.80 (5.11‑9.11) 7.80 (5.64‑10.8) 9.21 (6.43‑13.1) 10.4 (7.03‑14.9) 7-day 2.55 (2.10‑3.07) 3.02 (2.49‑3.63) 3.84 (3.15‑4.63) 4.57 (3.73‑5.54) 5.65 (4.52‑7.20) 6.55 (5.11‑8.45) 7.51 (5.68‑9.96) 8.53 (6.21‑11.7) 9.96 (7.01‑14.0) 11.1 (7.61‑15.8) 10-day 2.85 (2.35‑3.40) 3.36 (2.77‑4.01) 4.24 (3.49‑5.08) 5.01 (4.11‑6.04) 6.14 (4.91‑7.75) 7.06 (5.53‑9.04) 8.02 (6.09‑10.6) 9.05 (6.62‑12.3) 10.5 (7.40‑14.7) 11.6 (7.99‑16.5) 20-day 3.70 (3.09‑4.38) 4.29 (3.57‑5.08) 5.26 (4.38‑6.25) 6.10 (5.04‑7.28) 7.28 (5.86‑9.05) 8.22 (6.48‑10.4) 9.18 (7.02‑11.9) 10.2 (7.51‑13.7) 11.5 (8.23‑16.0) 12.6 (8.77‑17.8) 30-day 4.40 (3.69‑5.18) 5.06 (4.24‑5.96) 6.14 (5.13‑7.26) 7.05 (5.86‑8.37) 8.30 (6.70‑10.2) 9.27 (7.34‑11.6) 10.3 (7.88‑13.2) 11.3 (8.34‑15.0) 12.6 (9.01‑17.3) 13.6 (9.53‑19.1) 45-day 5.25 (4.43‑6.15) 6.05 (5.09‑7.08) 7.33 (6.15‑8.61) 8.37 (6.99‑9.89) 9.78 (7.91‑11.9) 10.8 (8.61‑13.5) 11.9 (9.17‑15.2) 12.9 (9.62‑17.1) 14.3 (10.3‑19.5) 15.3 (10.8‑21.4) 60-day 5.96 (5.04‑6.94) 6.90 (5.83‑8.05) 8.40 (7.08‑9.83) 9.60 (8.05‑11.3) 11.2 (9.07‑13.6) 12.4 (9.84‑15.3) 13.5 (10.4‑17.2) 14.6 (10.9‑19.2) 16.0 (11.5‑21.8) 17.0 (12.0‑23.7) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical Back to Top Maps & aerials DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Small scale terrain Large scale terrain Large scale map + – 3km 2mi + – 100km 60mi DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Large scale aerial Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC.Questions@noaa.gov Disclaimer + – 100km 60mi + – 100km 60mi DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC D RAINAGE L ETTER P OUDRE F IRE R ESCUE A UTHORITY T RAINING P ROP S ITE L ARIMER C OUNTY ,CO 1501 ACADEMY CT. STE 203 | FORT COLLINS, CO 80524 | 970-530-4044 | www.unitedcivil.com October 10, 2019 Larimer County Engineering Department Stormwater Engineer 200 West Oak Street, Suite 3000 Fort Collins, Colorado 80522 RE: Poudre Fire Rescue Authority Training Prop Site Larimer County, CO Project Number: U19004 Dear Staff: United Civil Design Group, LLC is pleased to submit this Drainage Letter for the Poudre Fire Rescue Authority Training Prop Site in Larimer County, Colorado. In general, this letter serves to document the storm water impacts associated with the proposed project. SITE LOCATION AND PROJECT DESCRIPTION The Poudre Fire Rescue Authority Training Prop site (referred herein as ”the site”) is located at the furthest western location along Vine Drive, west of Overland trail. More generally, the site is located in the southeast quarter of Section 5, Township 7 North, Range 69 West of the 6th Principal Meridian, Larimer County, Colorado. The site currently exists as a training facility for the Poudre Fire Authority. The planned improvements to the site will consist of the following: The construction of a new multi-story burn prop. The construction of concrete paving beneath and around the proposed burn prop. The extension of an existing storm drain system. Conversion of an existing retention pond to detention pond facility. PREVIOUS REPORTS AND BACKGROUND INFORMATION The Poudre Fire Rescue Authority Training Prop site was previously analyzed with the approved Poudre Fire Authority Training Center Expansion project by North Star Design in 1999. The Poudre Fire Authority Training Center Expansion project included the design of a detention pond that has since been constructed as a retention pond to accommodate the existing Poudre Fire Rescue Training Facility in addition to a driving course proposed with the North Star design. Although the pond was constructed per the North Star Design project, allowing for the approximately 3.0 acre driving course, the driving course was not constructed. Per the North Star Design Drainage Letter regarding the Poudre Fire Authority Training Center Expansion project,produced on August 9, 2000, calculations provided that a 1.35 ac-ft detention pond with a 3.08-cfs release rate was required to accommodate the site improvements. It appears that this pond volume was increased in size, to 2.28 ac-ft, potentially in an effort to convert the detention pond to a retention pond with an overflow weir. The now retention pond exists with a constructed overflow weir. EXISTING HYDROLOGY Approximately 7.7 acres of the existing Poudre Fire Rescue Authority site drains to the existing retention pond located at the northeast corner of the site. Storm runoff from the site currently drains north and east to the existing retention pond. In general, runoff from the existing site is conveyed to the pond via overland flow and drainage swales. An exhibit of the historic conditions is provided in the appendix. An 8-in storm sewer outlet without any erosion control measures exists upstream of the proposed training prop improvements. It is believed that this storm sewer is related to the conveyance of runoff anticipated by the driving course DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC D RAINAGE L ETTER P OUDRE F IRE R ESCUE A UTHORITY T RAINING P ROP S ITE L ARIMER C OUNTY ,CO 1501 ACADEMY CT. STE 203 | FORT COLLINS, CO 80524 | 970-530-4044 | www.unitedcivil.com designed by North Star Design (refer to “Basin 2” of the exhibit associated with the North Star Design Drainage Letter). As mentioned, construction of the driving course has since been abandoned. Although the existing storm sewer system discharges minor flows due to the lack of development upstream, it is the intention of United Civil to properly and safely convey this runoff downstream to the intended pond. Further discussion regarding proposed improvements is provided in the following section. PROPOSED HYDROLOGY In its improved condition, providing the addition of a new fire training prop and associated paving, existing site drainage patterns are maintained; however, the overall 7.7-acre drainage basin area associated with the existing site is increased to 8.05-acres. The site improvements include approximately 0.44 acres impervious area that is designed to replace existing, more pervious landscape. Below provides a summary of the proposed site characteristics relative to its existing condition. COMPARISON SUMMARY TABLE PFA Site Existing Proposed Overall Area (acre) 7.7 8.0 *Roof (sf) 25,800 25,000 *Asphalt (sf) - - *Concrete (sf) 79,000 88,560 *Gravel (sf) 46,370 58,280 *Landscape (sf) 183,355 178,950 % Imperviousness 35.0% 36.8% *Impervious percentages for different area types based on UDCFD recommended values. The extension of an aforementioned storm drain system is designed to accompany site improvements. The existing 8-in system is to be tied-in with a proposed 10-in storm drain downstream of the existing 8-in outlet. Up-sizing of the storm drain system is intentionally proposed to prevent negative impacts to the existing system due to minor friction losses inevitable in extending any storm drain system. RETENTION POND CONVERSION Proposed site improvements include the conversion of the existing retention pond to a detention pond facility. The re-design of the pond includes an outlet structure, providing water quality and a 100-year release rate equivalent to the original detention pond design by North Star Designs (3.08-cfs). Utilizing the FAA Method with a 3.08-cfs release, the detention pond capacity required to accommodate the 100-year event is approximately 39,294-cf (0.902 ac-ft). The reconfigured detention pond will provide a total capacity up to 64,323 (1.477 ac-ft), consequently providing for future expansion of the Training Center and providing additional protection for downstream drainage features. Although the pond includes excess detention volume provided, the proposed detention pond design still includes the design of an emergency overflow weir to accommodate the 100-year event (26.39-cfs). The following table summarizes the proposed design of the detention pond: Pond Designation Detention Volume Required (ac-ft) Detention Volume Provided (ac-ft) 100- year WSEL Emergency Overflow WSEL Pond Release Rate (cfs) WQCV Required (ac-ft) WQCV Provided (ac-ft) Water Quality WSEL Top of Pond Elevation Detention Pond 0.902 1.477 5129.40 5130.00 3.08 0.138 0.164 5127.75 5131.00 The proposed pond outlet structure is designed to release 3.08-cfs into a 12-in storm sewer system downstream of the pond. The storm drain system outlets into an existing drainage swale associated with the existing retention pond overflow design. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC D RAINAGE L ETTER P OUDRE F IRE R ESCUE A UTHORITY T RAINING P ROP S ITE L ARIMER C OUNTY ,CO 1501 ACADEMY CT. STE 203 | FORT COLLINS, CO 80524 | 970-530-4044 | www.unitedcivil.com Given release rates and existing soil characteristics, the detention pond design complies with Senate Bill 15-212. Refer to Appendix B for calculations related to the detention pond. EROSION CONTROL Land disturbance related to construction of site improvements is projected to be more than 1 acre; therefore, a CDPHE Stormwater Management Plan (SWMP) will be required. In addition to a SWMP, comprehensive erosion control measures are considered with the site improvements, including rip rap installation downstream of storm sewer systems. This is intended to improve the site’s storm water conveyance system; the site currently omits erosion control elements associated with the existing storm system (i.e. riprap). The totality of erosion control measures proposed with construction and post-construction of the site improvements is provided with the Grading and Erosion Control Plan included with the site construction plans. Refer to the Construction Plans, under separate cover, for additional information. CONCLUSIONS In conclusion, site improvements proposed within this Drainage Letter provide adequate conveyance of the developed stormwater runoff from the proposed development to the existing retention pond. Moreover, the addition of a new fire training prop and associated paving is not anticipated to have negative impacts on existing drainage patterns or infrastructure. The culmination of on-site impervious area is considerably less than that anticipated in the North Star Design Drainage Letter, and therefore the design provides for further protection of downstream drainage infrastructure and allows for future expansion of the Training Center. If you should have any questions or comments as you review this drainage summary, please feel free to contact us at your convenience. Sincerely, United Civil Design Group Colton Beck, PE Kevin Brazelton, PE Project Engineer Principal APPENDICES APPENDIX A – Hydrologic Calculations APPENDIX B – Detention Pond Calculations APPENDIX C – Referenced Materials APPENDIX D – Drainage Exhibits DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Runoff Coefficients and % Impervious PFA Training Center, Larimer County, CO Composite NRCS Soil Total Total Roof (1)Asphalt Concrete(1)Gravel(1)Lawns(1)Imperviousness Type %I = 90% %I = 100% %I = 90% %I =40%%I=2%(%I) acres sf sf sf sf sf sf 7.70 335,325 25,800 79,800 46,370 183,355 35.0%B 0.20 0.48 8.05 350,790 25,000 88,560 58,280 178,950 36.8%B 0.21 0.48 Notes: (1) Recommended % Imperviousness Values per USDCM Volume 1, Table 6-3. (2) Runoff C is based on %I and NRCS soil group per UDFCD Volume 1, Table 6-4. (3) "Proposed site" considers the removal of existing features within the disturbed area as well as the addition proposed features. Areas Drainage Basins Existing Site Proposed Site (3) Basin Composite Runoff Coefficients (2) C2 C100 Date: 10/3/2019 P:\U19004 - PFA Training Center\Reports\Drainage\Calculations\U19004-Drain Calcs DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Time of Concentration PFA Training Center, Larimer County, CO Basin Area Initial Ground C5 (1)Length Slope ti (2)Length Slope Cv Velocity (3)tt (4)Check tc?Total Length tc (5) acres Type ft %min ft %fps min min Urban?ft min min 7.70 Lawn 0.09 375 1.8%29.1 480 2.0%15 2.1 3.8 32.9 Yes 855 15 14.8 8.05 Lawn 0.09 320 1.8%26.9 480 1.9%15 2.1 3.9 30.7 Yes 800 14 14.4 Notes: (1) C5 based initial ground type and Table 6-4 (2)ti = [0.395(1.1-C5)L1/2]/S1/3, S= slope in %, L=length of overland flow (400' max) (3)V=KS0.5, S=watercourse slope in ft/ft, UDFCD Equation 6-4 (4)tt=L/(V*60 sec/min) (5)tc check (for urban or developed areas only) = total length/180 + 10 (6)min tc = 5 min Existing Site Proposed Site Drainage Basins ti+tt Final tc (6) tc Check for Urbanized BasinsInitial Overland Flow Time (ti)Travel/Channelized Time of Flow (tt) Date: 10/3/2019 P:\U19004 - PFA Training Center\Reports\Drainage\Calculations\U19004-Drain Calcs DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Rational Method Peak Runoff PFA Training Center, Larimer County, CO Basin Area Final acre tc (6)C2 C100 I2 I100 Q2 Q100 min in/hr in/hr cfs cfs Existing Site 7.70 15.0 0.20 0.48 1.87 6.52 2.86 24.08 Proposed Site 8.05 14 0.21 0.48 1.94 6.76 3.28 26.39 Assumed Basins Peak DischargeRainfall IntensityRunoff Coefficients Date: 10/3/2019 P:\U19004 - PFA Training Center\Reports\Drainage\Calculations\U19004-Drain Calcs DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Water Quality PFA Training Center, Larimer County, CO Required On-site Water Quality Capture Volume Basin Area Area Imperviousness Watershed WQCV* (Extended Detention) (sf) (acres)(%)(inches)(cf) Proposed Site 350,790 8.05 36.8%0.17 6,007 * based on 40 hr storage and additional 20% for extended detention Date: 10/3/2019 P:\U19004 - PFA Training Center\Reports\Drainage\Calculations\U19004-Drain Calcs DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Detention Pond Volume (FAA Method) PFA Training Center, Larimer County, CO POND ID:Detention Pond Proposed 100 Year Storm Into Detention Facility Area =350,790 square feet Area =8.05 acres C 100 = 0.48 Release Rate Out of Pond Q OUT = 3.08 cfs Unit Flow =0.38 cfs/acre T C =14.4 minutes Notes: 1. Release Rate (3.08-cfs) controlled per North Star Design Drainage Letter, dated August 9, 2000. Detention Volume Calculations Rainfall Rainfall Inflow Rate Inflow Volume Adjustment Factor Average Outflow Volume Required Duration (T)Intensity (I)Qin= ∑C100*Area*I Vi=(Qin*T*60)Factor Outflow Rate Vo=Qav*T *60 Storage Volume m= 0.5(1 + Tc/T) Qav = m*Qout Vs=Vi-Vo min in/hr cfs ft 3 cfs ft 3 ft 3 5 9.95 38.8 11,653 1.00 3.08 924 10,729 10 7.72 30.1 18,082 1.00 3.08 1,848 16,234 15 6.52 25.5 22,907 0.98 3.02 2,721 20,186 20 5.60 21.9 26,233 0.86 2.65 3,183 23,050 25 4.98 19.4 29,161 0.79 2.43 3,645 25,516 30 4.52 17.6 31,761 0.74 2.28 4,107 27,654 35 4.08 15.9 33,447 0.71 2.18 4,569 28,878 40 3.74 14.6 35,040 0.68 2.10 5,031 30,009 45 3.46 13.5 36,468 0.66 2.03 5,493 30,976 50 3.23 12.6 37,827 0.64 1.98 5,955 31,872 55 3.03 11.8 39,033 0.63 1.94 6,417 32,617 60 2.86 11.2 40,193 0.62 1.91 6,879 33,314 70 2.59 10.1 42,465 0.60 1.86 7,803 34,662 80 2.38 9.3 44,596 0.59 1.82 8,727 35,869 90 2.21 8.6 46,587 0.58 1.79 9,651 36,936 100 2.06 8.0 48,250 0.57 1.76 10,575 37,675 110 1.94 7.6 49,983 0.57 1.74 11,499 38,484 120 1.84 7.2 51,716 0.56 1.73 12,423 39,294 Required Detention Volume Required V 100 = 39,294 cubic feet Required V 100 = 0.902 acre-ft Date: 10/3/2019 P:\U19004 - PFA Training Center\Reports\Drainage\Calculations\U19004-Drain Calcs DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Detention Pond Storage Table PFA Training Center, Larimer County, CO POND ID:Detention Pond Stage Storage Calculations Elevation Area (sf)Depth (ft) Incremental Volume (cf) Volume total (cf) Volume total (ac-ft) 5,126.60 127.35 0.00 0 0 0.000 5,126.80 1,261.77 0.20 119 119 0.003 5,127.00 3,461.61 0.20 454 574 0.013 5,127.20 6,193.05 0.20 952 1,526 0.035 5,127.40 9,366.98 0.20 1,545 3,071 0.070 5,127.60 12,350.66 0.20 2,165 5,236 0.120 5,127.80 14,585.69 0.20 2,691 7,926 0.182 5,128.00 16,871.50 0.20 3,143 11,069 0.254 5,128.20 18,962.23 0.20 3,581 14,651 0.336 5,128.40 20,758.03 0.20 3,971 18,621 0.427 5,128.60 22,451.17 0.20 4,320 22,941 0.527 5,128.80 24,210.71 0.20 4,665 27,606 0.634 5,129.00 26,929.96 0.20 5,112 32,718 0.751 5,129.20 28,950.06 0.20 5,587 38,305 0.879 5,129.40 30,892.74 0.20 5,983 44,288 1.017 5,129.60 32,688.37 0.20 6,357 50,645 1.163 5,129.80 34,248.00 0.20 6,693 57,338 1.316 5,130.00 35,600.07 0.20 6,984 64,323 1.477 Water Quality Volume and Depth Detention Volume and Depth Detention Volume Required =39,294 ft1 Water Quality Volume Required =6,007 ft3 Detention Volume Provided =57,182 ft2 0.138 ac-ft Water Quality Volume =7,141 ft3 Total Volume Provided =64,323 ft4 1.477 ac-ft W.S. Elevation, ft = Elev81 - Elev80 (VolRequired-Vol80)+Elev80 W.S. Elevation = 5129.40 ft Calculated W.S. Elevation = 5127.66 ft Invert Elevation = 5126.60 ft Design W.S. Elevation = 5127.75 ft 100-year Depth D = 2.80 ft Top of Pond Elevation = 5131.00 ft Water Quality Volume Provided =7,141 ft3 Pond Freeboard = 1.60 ft 0.164 ac-ft Water Quality Depth D = 1.15 ft Water Quality Plate Calculation Orifice Opening Orifice Flow Rate, Q (cfs) = CoAo(2gHo)0.5 Area Required per WQ Plate Row 0.96 in2 Co = 0.65 diam of WQ Hole = 1.11 in Q = Qout of pond, cfs = 3.08 diam of WQ Hole (fraction) = 1 1/8 in gravitational acceleration g, ft/sec 2 = 32.2 Space Between Rows 4 in diam, ft = 0.693 Number of Columns 1 Effective head on orifice Ho = D-1/2diam, ft =2.45 Number of Rows 4 Area of orifice Ao, ft 2 = 0.38 Area of orifice Ao, in 2 = 54.28 diam, in = 8.31 8 5/16 Vol81 - Vo80 Water Quality Plate Calculation Water Quality Volume and Elevations Date: 10/3/2019 P:\U19004 - PFA Training Center\Reports\Drainage\Calculations\U19004-Drain Calcs DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC PFA Training Center, Larimer County, CO INLET ID: Pond Outlet Structure Governing Equations: Inlet capacity equation at low flows (weir calculation): Where: P = 2(L + W) H = depth of water above the flowline Inlet capacity equation at higher flows (orifice calculation): Where: A = open area of the inlet grate H = depth of water above the centroid of the cross-sectional area (A) Input Parameters: Grate:Custom Wier Perimeter:14.0 Open Area of Grate (ft2):9.0 Q = 3.08 cfs Grate Centroid Elevation (ft):5128.13 Allowable Capacity:50% Depth vs. Flow: Depth Elevation Shallow Orifice Actual Above Inlet Weir Flow Flow Flow (ft)(ft)(cfs)(cfs)(cfs) 0.00 5128.13 0.00 0.00 0.00 0.05 5128.18 0.23 5.41 0.23 0.10 5128.23 0.66 7.65 0.66 0.15 5128.28 1.22 9.37 1.22 0.20 5128.33 1.88 10.82 1.88 0.25 5128.38 2.63 12.09 2.63 0.28 5128.40 3.08 12.75 3.08 <---- Release Flow Rate 0.30 5128.43 3.45 13.25 3.45 0.35 5128.48 4.35 14.31 4.35 0.40 5128.53 5.31 15.30 5.31 0.45 5128.58 6.34 16.22 6.34 0.50 5128.63 7.42 17.10 7.42 0.55 5128.68 8.57 17.94 8.57 0.60 5128.73 9.76 18.73 9.76 0.65 5128.78 11.00 19.50 11.00 0.70 5128.83 12.30 20.23 12.30 0.75 5128.88 13.64 20.94 13.64 0.80 5128.93 15.03 21.63 15.03 0.85 5128.98 16.46 22.30 16.46 0.90 5129.03 17.93 22.94 17.93 0.95 5129.08 19.44 23.57 19.44 1.00 5129.13 21.00 24.18 21.00 5.10.3 HPQ 5.0)2(67.0 gHAQ DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.Saturday, Oct 5 2019 Emergency Overflow Weir Trapezoidal Bottom Width (ft)= 14.00 Side Slopes (z:1)= 4.00, 4.00 Total Depth (ft)= 1.00 Invert Elev (ft)= 5130.00 Slope (%)= 2.00 N-Value = 0.033 Calculations Compute by:Known Q Known Q (cfs)= 26.39 Highlighted Depth (ft)= 0.47 Q (cfs)= 26.39 Area (sqft)= 7.46 Velocity (ft/s)= 3.54 Wetted Perim (ft)= 17.88 Crit Depth, Yc (ft)= 0.46 Top Width (ft)= 17.76 EGL (ft)= 0.66 0 5 10 15 20 25 30 35 Elev (ft)Depth (ft)Section 5129.50 -0.50 5130.00 0.00 5130.50 0.50 5131.00 1.00 5131.50 1.50 5132.00 2.00 Reach (ft) DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Stormwater Facility Name: Facility Location & Jurisdiction: User Input: Watershed Characteristics User Defined User Defined User Defined User Defined Watershed Slope =0.020 ft/ft Stage [ft]Area [ft^2]Stage [ft] Discharge [cfs] Watershed Length =800 ft 0.00 0 0.00 0.00 Watershed Area =8.05 acres 1.00 12,350 1.00 0.07 Watershed Imperviousness =36.8%percent 1.15 14,230 1.15 1.76 Percentage Hydrologic Soil Group A =percent 2.00 22,450 2.00 2.53 Percentage Hydrologic Soil Group B = 100.0%percent 2.80 30,893 2.80 3.08 Percentage Hydrologic Soil Groups C/D =percent User Input 17 WQCV Treatment Method =40.00 hours After completing and printing this worksheet to a pdf, go to: https://maperture.digitaldataservices.com/gvh/?viewer=cswdif create a new stormwater facility, and attach the pdf of this worksheet to that record. Routed Hydrograph Results Design Storm Return Period =WQCV 2 Year 5 Year 10 Year 50 Year 100 Year One-Hour Rainfall Depth =0.53 0.82 1.14 1.39 2.27 2.86 in Calculated Runoff Volume =0.115 0.167 0.257 0.389 0.948 1.334 acre-ft OPTIONAL Override Runoff Volume =acre-ft Inflow Hydrograph Volume =0.115 0.166 0.257 0.389 0.947 1.333 acre-ft Time to Drain 97% of Inflow Volume =35.2 40.2 38.3 36.1 31.0 28.7 hours Time to Drain 99% of Inflow Volume =38.2 43.9 42.9 41.7 39.9 39.1 hours Maximum Ponding Depth =0.86 1.02 1.13 1.34 2.25 2.77 ft Maximum Ponded Area =0.24 0.29 0.32 0.37 0.58 0.70 acres Maximum Volume Stored =0.105 0.147 0.180 0.252 0.681 1.011 acre-ft Location for 1-hr Rainfall Depths (use dropdown): Workbook Protected Worksheet Protected Stormwater Detention and Infiltration Design Data Sheet PFA Training Facilily - Detention Pond Larimer County, CO SDI_Design_Data_v1.08_PFA Pond_100-yr Event, Design Data 10/7/2019, 12:12 PM DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC WQCV_Trigger = 1.757133549 RunOnce=1 CountA=1 Draintime Coeff=1.0 0 1 2 3 #N/A #N/A 0 1 2 3 #N/A #N/A Check Data Set 1 Check Data Set 1 Area Discharge Stormwater Detention and Infiltration Design Data Sheet 0 5 10 15 20 25 0.1 1 10 FLOW [cfs] TIME [hr] 100YR IN 100YR OUT 50YR IN 50YR OUT 10YR IN 10YR OUT 5YR IN 5YR OUT 2YR IN 2YR OUT WQCV IN WQCV OUT 0 0.5 1 1.5 2 2.5 3 0.1 1 10 100 PONDING DEPTH [ft] DRAIN TIME [hr] 100YR 50YR 10YR 5YR 2YR WQCV SDI_Design_Data_v1.08_PFA Pond_100-yr Event, Design Data 10/7/2019, 12:12 PM DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC BASIN AREA = 7.70 ACRES RESIDENTIAL PROP BURN BUILDING TRAINING TOWER BUILDING B BUILDING A EXISTING RETENTION POND EXISTING OVERFLOW WEIR (WEIR ELEV. = 5130.70) EXISTING 8" STORM DRAIN VINE DRIVE PA T H : 0'80'160' SCALE: 1" = 80' 40' P: \ U 1 9 0 0 4 - P F A T R A I N I N G C E N T E R \ C A D D \ E T \ H I S T O R I C D R A I N A G E E X H I B I T . D W G HI S T O R I C D R A I N A G E E X H I B I T DR A W I N G N A M E : SH E E T S I Z E : 1 1 x 1 7 PFA TRAINING PROP - FILE #19-ZONE2568 EXISTING DRAINAGE EXHIBIT DATE:October 2, 2019 PREPARED FOR:POUDRE FIRE AUTHORITY JOB NUMBER:U19004 NOTE:THIS EXHIBIT WAS PREPARED FOR INFORMATION ONLY AND THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED USE OF THEM. 1501 ACADEMY COURT, SUITE 203 FORT COLLINS, CO 80524 (970) 530-4044 WWW.UNITEDCIVIL.COM SHEET OF1 2 UNITED CIVIL Design Group LLC NO R T H DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC LIMITS OF SITE IMPROVEMENTS BASIN AREA = 8.05 ACRES EXISTING 8" STORM DRAIN PROPOSED 10" STORM DRAIN GRAVEL LANDSCAPE (TYP.) PROPOSED CONCRETE PAD & DRIVEWAY RESIDENTIAL PROP PROPOSED BURN PROP LOCATION TRAINING TOWER BUILDING B BUILDING A DETENTION POND PROPOSED OVERFLOW WEIR (WEIR ELEV. = 5130.00) VINE DRIVE LIMITS OF POND IMPROVEMENTS PROPOSED OUTLET STORM DRAIN PA T H : 0'80'160' SCALE: 1" = 80' 40' P: \ U 1 9 0 0 4 - P F A T R A I N I N G C E N T E R \ C A D D \ E T \ P R O P O S E D D R A I N A G E E X H I B I T . D W G PR O P O S E D D R A I N A G E E X H I B I T DR A W I N G N A M E : SH E E T S I Z E : 1 1 x 1 7 PFA TRAINING PROP - FILE #19-ZONE2568 PROPOSED DRAINAGE EXHIBIT DATE:October 2, 2019 PREPARED FOR:POUDRE FIRE AUTHORITY JOB NUMBER:U19004 NOTE:THIS EXHIBIT WAS PREPARED FOR INFORMATION ONLY AND THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED USE OF THEM. 1501 ACADEMY COURT, SUITE 203 FORT COLLINS, CO 80524 (970) 530-4044 WWW.UNITEDCIVIL.COM SHEET OF2 2 UNITED CIVIL Design Group LLC NO R T H DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POUDRE FIRE AUTHORITY TRAINING FACILITY PARKING LOT FORT COLLINS, CO PRELIMINARY DRAINAGE MEMO APPENDIX C DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 8.011 H1 DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. CO N S T R U C T I O N PR E L I M I N A R Y NO T F O R PL A N S DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LEGEND: XX XX.XXX LAST UPDATED: 12/5/2022 07-22-068_HIST \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ E X H I B I T \ D R A I N A G E \ 0 7 - 2 2 - 0 6 8 _ H I S T . D W G Pl o t D a t e : 12 / 5 / 2 0 2 2 1 2 : 5 6 P M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 12 / 1 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y HI S T O R I C D R A I N A G E B A S I N S 07-22-068 ABURKE KRITCHIE MZOGORSKI DR-HIST 1 2 Call before you dig. Know what's below . R DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC 12.022 D1 VINE DRIVE DESIGN BY: DRAWN BY: CHECKED BY: BY AP R . DA T E DE S C R I P T I O N RE U S E O F D R A W I N G S J- U - B S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y , C O P Y R I G H T A N D OT H E R R E S E R V E D R I G H T S O F T H E S E D R A W I N G S , A N D T H E S A M E SH A L L N O T B E R E U S E D W I T H O U T J - U - B ' S P R I O R W R I T T E N C O N S E N T . AN Y R E U S E W I T H O U T W R I T T E N C O N S E N T B Y J - U - B W I L L B E A T C L I E N T ' S SO L E R I S K A N D W I T H O U T L I A B I L I T Y O R L E G A L E X P O S U R E T O J - U - B . NO . RE V I S I O N JUB PROJ. # : INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE : J-U-B ENGINEERS, INC. J- U - B E N G I N E E R S , I N C . ww w . j u b . c o m J-U-B ENGINEERS, INC. CO N S T R U C T I O N PR E L I M I N A R Y NO T F O R PL A N S DRAWING: SHEET: OF Fo r t C o l l i n s , C O 8 0 5 2 5 47 4 5 B o a r d w a l k D r i v e Ph o n e : 9 7 0 . 3 7 7 . 3 6 0 2 Bu i l d i n g D , S u i t e 2 0 0 LAST UPDATED: 12/1/2022 07-22-068_DEV \\ J U B . C O M \ C E N T R A L \ C L I E N T S \ C O \ F O R T C O L L I N S C I T Y \ P R O J E C T S \ 0 7 - 2 2 - 0 6 8 _ P F A P A R K I N G L O T \ D E S I G N \ C A D \ E X H I B I T \ D R A I N A G E \ 0 7 - 2 2 - 0 6 8 _ D E V . D W G Pl o t D a t e : 1/ 1 1 / 2 0 2 3 2 : 3 3 P M P l o t t e d B y : Ky l e R i t c h i e Da t e C r e a t e d : 12 / 1 / 2 0 2 2 TR A I N I N G F A C I L I T Y P A R K I N G L O T A D D I T I O N PO U D R E F I R E A U T H O R I T Y DE V E L O P E D D R A I N A G E B A S I N S 07-22-068 ABURKE KRITCHIE MZOGORSKI DR-DEV 2 2 Call before you dig. Know what's below . R LEGEND: XX XX.XXX DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 3/31/2023 License # 0757776 (303) 252-3762 (866) 243-0727 16535 Connell Resources, Inc. 7785 Highland Meadows Parkway, Suite 100 Fort Collins, CO 80528 25674 A 2,000,000 X X GLO 5084929-01 3/1/2023 3/1/2024 100,000 10,000 1,000,000 4,000,000 4,000,000 2,000,000A X X BAP 5084930-01 3/1/2023 3/1/2024 10,000,000B CUP-5T070711-23-NF 3/1/2023 3/1/2024 10,000,000 10,000 A X WC 5084928-01 3/1/2023 3/1/2024 1,000,000 N 1,000,000 1,000,000 RE: 2231011 - PFA Parking Lot Improvements City of Fort Collins is included as additional insured under General Liability. City of Fort Collins P.O. Box 580 Fort Collins, CO 80522 CONNRES-02 TCORNEJO HUB International Insurance Services (COL) 2000 S. Colorado Blvd Tower 2, Suite 150 Denver, CO 80222 Lynn Bosman Lynn.bosman@hubinternational.com Zurich American Insurance Company Travelers Property Casualty Company of America X X X XX X X X X DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO 1 Effective Date: 03/01/2023 Additional Insured – Automatic – Owners, Lessees Or Contractors U-GL-2162-A CW (02/19) Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A.Section II – Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1.If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a.The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b.The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1)Your ongoing operations, with respect to Paragraph 1.a. above; or (2)"Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a)Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b)Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2.If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a.The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b.The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1)Your acts or omissions; or (2)The acts or omissions of those acting on your behalf, DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC U-GL-2162-A CW (02/19) Page 2 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. in the performance of: (a)Your ongoing operations, with respect to Paragraph 2.a. above; or (b)"Your work" and included in the "products-completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i)Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii)Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3.If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a.Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b.With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (1)Your acts or omissions; or (2)The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a)Only applies to the extent permitted by law; (b)Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c)Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4.If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a.Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b.With respect to the "products-completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1)Only applies to the extent permitted by law; (2)Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3)Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (4)Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC U-GL-2162-A CW (02/19) Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. B.Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1.The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2.Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C.Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV – Commercial General Liability Conditions: The additional insured must see to it that: (1)We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; (2)We receive written notice of a claim or "suit" as soon as practicable; and (3)A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D.Solely with respect to the coverage provided by this endorsement: 1.The following is added to the Other Insurance Condition of Section IV – Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a.The additional insured is a Named Insured under such other insurance; and b.You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2.The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV – Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E.This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F.Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III – Limits Of Insurance: Additional Insured – Automatic – Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC U-GL-2162-A CW (02/19) Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1.Required by the written contract or written agreement referenced in Section A. of this endorsement; or 2.Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms, conditions, provisions and exclusions of this policy remain the same. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC '311)6'-%0+)2)6%00-%&-0-8= '+ 8,-7)2(367)1)28',%2+)78,)430-'=40)%7)6)%(-8'%6)*900= ()7-+2%8)('327869'8-32463.)'8 7 +)2)6%0 %++6)+%8)0-1-8 8LMWIRHSVWIQIRXQSHMJMIWMRWYVERGITVSZMHIHYRHIVXLIJSPPS[MRK '311)6'-%0+)2)6%00-%&-0-8='3:)6%+)4%68 7',)(90) (IWMKREXIH'SRWXVYGXMSR4VSNIGXW A General Aggregate Limit applies to each construction project where the Named Insured is performing operations, however, a General Aggregate Limit does not apply to any construction project where the Named Insured is performing operations that are insured under a wrap up or any other consolidated or similar insurance program. -RJSVQEXMSRVIUYMVIHXSGSQTPIXIXLMW7GLIHYPIMJRSXWLS[REFSZI[MPPFIWLS[RMRXLI(IGPEVEXMSRW %*SV EPP WYQW [LMGL XLI MRWYVIH FIGSQIW PIKEPP] SFPMKEXIH XS TE] EW HEQEKIW GEYWIH F]SGGYVVIRGIW YRHIV 7IGXMSR -z 'SZIVEKI %ERH JSV EPP QIHMGEP I\TIRWIW GEYWIH F]EGGMHIRXW YRHIV 7IGXMSR -z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olicy Number: GLO 1 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC &*SV EPP WYQW [LMGL XLI MRWYVIH FIGSQIW PIKEPP] SFPMKEXIH XS TE] EW HEQEKIW GEYWIH F]SGGYVVIRGIW YRHIV 7IGXMSR -z 'SZIVEKI %ERH JSV EPP QIHMGEP I\TIRWIW GEYWIH F]EGGMHIRXW YRHIV 7IGXMSR -z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z 0MQMXW 3J -RWYVERGI RSX SXLIV[MWI QSHMJMIH F] XLMW IRHSVWIQIRX WLEPP GSRXMRYI XS ETTP]EW WXMTYPEXIH '+ -RWYVERGI7IVZMGIW3JJMGI-RG 4EKI SJ DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POLICY NUMBER:COMMERCIAL GENERAL LIABILITY CG 24 17 10 01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CG 24 17 10 01 ISO Properties, Inc., 2000 Page 1 of 1 CONTRACTUAL LIABILITY - RAILROADS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Scheduled Railroad: Designated Job Site: (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) With respect to operations performed for, or affecting, a Scheduled Railroad at a Designated Job Site, the definition of "insured contract" in the Definitions sec- tion is replaced by the following: 9."Insured Contract" means: a.A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or or- ganization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b.A sidetrack agreement; c.Any easement or license agreement; d.An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e.An elevator maintenance agreement; f.That part of any other contract or agreement pertaining to your business (including an in- demnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1)That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a)Preparing, approving or failing to pre- pare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifi- cations; or (b)Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2)Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the in- sured’s rendering or failure to render pro- fessional services, including those listed in Paragraph (1) above and supervisory, in- spection, architectural or engineering activi- ties. GLO 1 ONLY THOSE REQUIRED BY WRITTEN ONLY THOSE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT, EXECUTED CONTRACT OR AGREEMENT, EXECUTED PRIOR TO LOSS, EXCEPT WHERE PRIOR TO LOSS, EXCEPT WHERE PROHIBITED BY LAW PROHIBITED BY LAW DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add’l Prem. Return Prem. GLO 1 03/01/2023 03/01/2024 91966000 $INCL $ Waiver Of Subrogation (Blanket) Endorsement U-GL-925-B CW (12/01) Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from others, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POLICY NUMBER: %$3 1 COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are “insureds” for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured:&RQQHOO5HVRXUFHV,QF Endorsement Effective Date: SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION TO WHOM OR WHICH YOU ARE REQUIRED TO PROVIDE ADDITIONAL INSURED STATUS OR ADDITIONAL INSURED STATUS ON A PRIMARY, NON-CONTRIBUTORY BASIS, IN A WRITTEN CONTRACT OR WRITTEN AGREEMENT EXECUTED PRIOR TO LOSS, EXCEPT WHERE SUCH CONTRACT OR AGREEMENT IS PROHIBITED BY LAW Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 2 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Each person or organization shown in the Schedule is an “insured” for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an “insured” under the Who Is An Insured provision contained in Paragraph A.1. of Section II – Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I – Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 2 of 2 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POLICY NUMBER:BAP 301 COMMERCIAL AUTO CA 20 70 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CA 20 70 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIERS COVERAGE FORM With respect to coverage provided under this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured:&RQQHOO5HVRXUFHV,QF Endorsement Effective Date: SCHEDULE Scheduled Railroad Designated Job Site ONLY THOSE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT, EXECUTED PRIOR TO LOSS, EXCEPT WHERE PROHIBITED BY LAW ONLY THOSE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT, EXECUTED PRIOR TO LOSS, EXCEPT WHERE PROHIBITED BY LAW Information required to complete this Schedule, if not shown above, will be shown in the Declarations. With respect to the use of a covered "auto" in operations for or affecting a railroad designated in the Schedule at a Designated Job Site, the two exceptions contained in the definition of "insured contract" relating to construction or demolition operations performed within 50 feet of a railroad do not apply. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 POLICY NUMBER: BAP 1 COMMERCIAL AUTO CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured:&RQQHOO5HVRXUFHV,QF Endorsement Effective Date: SCHEDULE Name(s) Of Person(s) Or Organization(s): ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the “accident” or the “loss” under a contract with that person or organization. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC WC 00 03 13 (Ed. 4-84) ©© 1983 National Council on Compensation Insurance. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION 3ROLF\1XPEHU :& 1DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 4/5/2023 License # 0757776 (303) 252-3762 (866) 243-0727 16535 Connell Resources, Inc. 7785 Highland Meadows Parkway, Suite 100 Fort Collins, CO 80528 25674 A 2,000,000 X X GLO 5084929-01 3/1/2023 3/1/2024 100,000 10,000 1,000,000 4,000,000 4,000,000 2,000,000A X X BAP 5084930-01 3/1/2023 3/1/2024 10,000,000B CUP-5T070711-23-NF 3/1/2023 3/1/2024 10,000,000 10,000 A X WC 5084928-01 3/1/2023 3/1/2024 1,000,000 N 1,000,000 1,000,000 RE: 2231011 - PFA Parking Lot Improvements City of Fort Collins and Poudre Fire Authority are additional insureds for General Liability and Automobile Liability. City of Fort Collins Poudre Fire Authority P.O. Box 580 Fort Collins, CO 80522 CONNRES-02 PVIANZON HUB International Insurance Services (COL) 2000 S. Colorado Blvd Tower 2, Suite 150 Denver, CO 80222 Lynn Bosman Lynn.bosman@hubinternational.com Zurich American Insurance Company Travelers Property Casualty Company of America X X X XX X X X X DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO 1 Effective Date: 03/01/2023 Additional Insured – Automatic – Owners, Lessees Or Contractors U-GL-2162-A CW (02/19) Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A.Section II – Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1.If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a.The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b.The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1)Your ongoing operations, with respect to Paragraph 1.a. above; or (2)"Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a)Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b)Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2.If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a.The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b.The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1)Your acts or omissions; or (2)The acts or omissions of those acting on your behalf, DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC U-GL-2162-A CW (02/19) Page 2 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. in the performance of: (a)Your ongoing operations, with respect to Paragraph 2.a. above; or (b)"Your work" and included in the "products-completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i)Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii)Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3.If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a.Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b.With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (1)Your acts or omissions; or (2)The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a)Only applies to the extent permitted by law; (b)Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c)Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4.If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a.Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b.With respect to the "products-completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1)Only applies to the extent permitted by law; (2)Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3)Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (4)Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC U-GL-2162-A CW (02/19) Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. B.Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1.The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2.Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C.Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV – Commercial General Liability Conditions: The additional insured must see to it that: (1)We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; (2)We receive written notice of a claim or "suit" as soon as practicable; and (3)A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D.Solely with respect to the coverage provided by this endorsement: 1.The following is added to the Other Insurance Condition of Section IV – Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a.The additional insured is a Named Insured under such other insurance; and b.You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2.The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV – Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E.This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F.Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III – Limits Of Insurance: Additional Insured – Automatic – Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC U-GL-2162-A CW (02/19) Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1.Required by the written contract or written agreement referenced in Section A. of this endorsement; or 2.Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms, conditions, provisions and exclusions of this policy remain the same. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC '311)6'-%0+)2)6%00-%&-0-8= '+ 8,-7)2(367)1)28',%2+)78,)430-'=40)%7)6)%(-8'%6)*900= ()7-+2%8)('327869'8-32463.)'8 7 +)2)6%0 %++6)+%8)0-1-8 8LMWIRHSVWIQIRXQSHMJMIWMRWYVERGITVSZMHIHYRHIVXLIJSPPS[MRK '311)6'-%0+)2)6%00-%&-0-8='3:)6%+)4%68 7',)(90) (IWMKREXIH'SRWXVYGXMSR4VSNIGXW A General Aggregate Limit applies to each construction project where the Named Insured is performing operations, however, a General Aggregate Limit does not apply to any construction project where the Named Insured is performing operations that are insured under a wrap up or any other consolidated or similar insurance program. -RJSVQEXMSRVIUYMVIHXSGSQTPIXIXLMW7GLIHYPIMJRSXWLS[REFSZI[MPPFIWLS[RMRXLI(IGPEVEXMSRW %*SV EPP WYQW [LMGL XLI MRWYVIH FIGSQIW PIKEPP] SFPMKEXIH XS TE] EW HEQEKIW GEYWIH F]SGGYVVIRGIW YRHIV 7IGXMSR -z 'SZIVEKI %ERH JSV EPP QIHMGEP I\TIRWIW GEYWIH F]EGGMHIRXW YRHIV 7IGXMSR -z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olicy Number: GLO 1 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC &*SV EPP WYQW [LMGL XLI MRWYVIH FIGSQIW PIKEPP] SFPMKEXIH XS TE] EW HEQEKIW GEYWIH F]SGGYVVIRGIW YRHIV 7IGXMSR -z 'SZIVEKI %ERH JSV EPP QIHMGEP I\TIRWIW GEYWIH F]EGGMHIRXW YRHIV 7IGXMSR -z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z 0MQMXW 3J -RWYVERGI RSX SXLIV[MWI QSHMJMIH F] XLMW IRHSVWIQIRX WLEPP GSRXMRYI XS ETTP]EW WXMTYPEXIH '+ -RWYVERGI7IVZMGIW3JJMGI-RG 4EKI SJ DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POLICY NUMBER:COMMERCIAL GENERAL LIABILITY CG 24 17 10 01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CG 24 17 10 01 ISO Properties, Inc., 2000 Page 1 of 1 CONTRACTUAL LIABILITY - RAILROADS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Scheduled Railroad: Designated Job Site: (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) With respect to operations performed for, or affecting, a Scheduled Railroad at a Designated Job Site, the definition of "insured contract" in the Definitions sec- tion is replaced by the following: 9."Insured Contract" means: a.A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or or- ganization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b.A sidetrack agreement; c.Any easement or license agreement; d.An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e.An elevator maintenance agreement; f.That part of any other contract or agreement pertaining to your business (including an in- demnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1)That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a)Preparing, approving or failing to pre- pare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifi- cations; or (b)Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2)Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the in- sured’s rendering or failure to render pro- fessional services, including those listed in Paragraph (1) above and supervisory, in- spection, architectural or engineering activi- ties. GLO 1 ONLY THOSE REQUIRED BY WRITTEN ONLY THOSE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT, EXECUTED CONTRACT OR AGREEMENT, EXECUTED PRIOR TO LOSS, EXCEPT WHERE PRIOR TO LOSS, EXCEPT WHERE PROHIBITED BY LAW PROHIBITED BY LAW DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add’l Prem. Return Prem. GLO 1 03/01/2023 03/01/2024 91966000 $INCL $ Waiver Of Subrogation (Blanket) Endorsement U-GL-925-B CW (12/01) Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from others, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POLICY NUMBER: %$3 1 COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are “insureds” for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured:&RQQHOO5HVRXUFHV,QF Endorsement Effective Date: SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION TO WHOM OR WHICH YOU ARE REQUIRED TO PROVIDE ADDITIONAL INSURED STATUS OR ADDITIONAL INSURED STATUS ON A PRIMARY, NON-CONTRIBUTORY BASIS, IN A WRITTEN CONTRACT OR WRITTEN AGREEMENT EXECUTED PRIOR TO LOSS, EXCEPT WHERE SUCH CONTRACT OR AGREEMENT IS PROHIBITED BY LAW Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 2 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC Each person or organization shown in the Schedule is an “insured” for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an “insured” under the Who Is An Insured provision contained in Paragraph A.1. of Section II – Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I – Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 2 of 2 DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC POLICY NUMBER:BAP 301 COMMERCIAL AUTO CA 20 70 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CA 20 70 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIERS COVERAGE FORM With respect to coverage provided under this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured:&RQQHOO5HVRXUFHV,QF Endorsement Effective Date: SCHEDULE Scheduled Railroad Designated Job Site ONLY THOSE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT, EXECUTED PRIOR TO LOSS, EXCEPT WHERE PROHIBITED BY LAW ONLY THOSE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT, EXECUTED PRIOR TO LOSS, EXCEPT WHERE PROHIBITED BY LAW Information required to complete this Schedule, if not shown above, will be shown in the Declarations. With respect to the use of a covered "auto" in operations for or affecting a railroad designated in the Schedule at a Designated Job Site, the two exceptions contained in the definition of "insured contract" relating to construction or demolition operations performed within 50 feet of a railroad do not apply. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 POLICY NUMBER: BAP 1 COMMERCIAL AUTO CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured:&RQQHOO5HVRXUFHV,QF Endorsement Effective Date: SCHEDULE Name(s) Of Person(s) Or Organization(s): ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the “accident” or the “loss” under a contract with that person or organization. DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC WC 00 03 13 (Ed. 4-84) ©© 1983 National Council on Compensation Insurance. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION 3ROLF\1XPEHU :& 1DocuSign Envelope ID: B159E984-BD50-44E9-8C03-2CFCA527DDAC