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Home My WebLink About20240707.tiffRESOLUTION RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS, AUTHORIZE CHAIR PRO-TEM TO SIGN, AND ACCEPT COLLATERAL FOR ACCESS PERMIT, AP20-00070 - OMAHA TRACK, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, Omaha Track, Inc., 12930 "I" Street, Omaha, Nebraska 68137, is the owner of the following described property in the County of Weld, Colorado, being more particularly described as follows: Being part of the SE1/4 of Section 6, Township 6 North, Range 65 West of the 6th P.M., Weld County, Colorado WHEREAS, the Board has been presented with an Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Omaha Track, Inc., with terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with Performance Bond #147512, issued through Universal Surety Company, P.O. Box 80468, Lincoln, Nebraska 68501, in the amount of $1,897,262.25, and WHEREAS, after review, the Board deems it advisable to approve said agreement and accept said Performance Bond #147512, as stated above, copies of which are attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Omaha Track, Inc., be, and hereby is, approved. BE IT FURTHER RESOLVED that Performance Bond #147512, issued through Universal Surety Company, P.O. Box 80468, Lincoln, Nebraska 68501, in the amount of $1,897,262.25, be, and hereby is, accepted. 4953791 Pages: 1 of 88 04/09/2024 12:36 PM R Fee:$0.00 Carly Koppea, Clerk and Recorder, Weld County , CO VIIIIgirtIlillaIKIAMJCThXIM 11111 CC -131.0)A A-T1A /KR/t-tta) 0'4(23 /vi 2024-0707 PL2520 IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT AND ACCEPT COLLATERAL (AP20-00070) - OMAHA TRACK, INC. PAGE 2 BE IT FURTHER RESOLVED by the Board that the Chair Pro -Tern be, and hereby is, authorized to sign said agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 25th day of March, A.D., 2024. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: da44) jdeo;4 Weld County Clerk to the Board . tkiltuYi Deputy Clerk to the Board VE Count ttorney Date of signature: I I Z4 EXCUSED Ke . Ross, Chair erry L. B ck, Pro -Tern 4953791 Pages: 2 of 88 04/09/2024 112:30 PM R Fee $0.00 ,III Ittrs�ii��Y Ili r1'7T'�I��'r'117 f�Ti�� tr Co wl am ike Freeman aine 2024-0707 PL2520 PERFORMANCE BOND FOR BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO No. �47�512 KNOW ALL PERSONS BY THESE PRESENTS, that (name)Omaha Track, Inc. (address)12930 I Street, Omaha, NE 68137, a (corporation, limited liability company, etc.)Corporation, organized under the laws of the State of Nebraska, with its principal office located at (address)12930 I Street, Omaha, NE 68137, hereinafter called "Principal", and (name of surety) Universal Surety Company, of (address of surety)P.O. Box 80468, Lincoln, NE 68501, hereinafter called "Surety" are held and firmly bound unto Board of County Commissioners of Weld County, Colorado, on behalf of Weld County, Colorado, hereinafter called "Obligee" in the full and penal sum of One Million Eight Hundred Ninety-seven Thousand Two Hundred Sixty-two and 25/100 -Dollars ($1,897,262.25), lawful money of the United States for the payment of which well and truly made, we bind ourselves, our heirs, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the above -bound Principal has obtained or is about to obtain from the Obligee a land use emit, namely (insert the specific permit and number - USR, SPR etc) Avow -0O0 -7o , and pursuant to the requirements of said permit, has entered into an Improvements Agreement, dated with Obligee, and WHEREAS, The Improvements Agreement requires Principal to obtain a performance bond in an amount equal to the total cost of the improvements for which Principal is responsible and naming Obligee as beneficiary, and WHEREAS, the value of improvements for which Principal is responsible equals One Million Eight Hundred Ninety-seven Thousand Two Hundred Sixty-two and 25/100-, ($1,897,262.25), and WHEREAS, at completion of the Project Collateral phase of the Agreement, the amount of this Bond shall be reduced, by rider, to 15% of the original amount throughout the Warranty Collateral phase of the Bond, and shall be held in total by the County for two (2) years following its written acceptance of the improvement(s). NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if Principal shall well, truly and faithfully perform its duties, and all of its undertakings, covenants, terms, and conditions as set forth in the Improvements Agreement, and if Principal shall satisfy all claims and demands set forth in said agreement, and shall fully indemnify and save harmless Obilgee from all costs and damages which it may suffer by reason of Principal's failure to perform as agreed, and shall reimburse and repay Obligee all outlay and expense which Obligee may incur in making good any default, then this obligation shall be null and void; PROVIDED FURTHER, that if Principal shall default in any of its obligations set forth in the Improvements Agreement, and thereafter fail to fully indemnify and save harmless Obilgee from all costs and damages which it may suffer by reason of said default, this obligation shall remain in full force and effect; PROVIDED FURTHER, regardless of the number of years this Bond is in force, or the number of continuation certificates issued, the liability of the Surety shall not be cumulative in amounts from period to period and shall in no event exceed the amount set forth above, or as amended by rider; PROVIDED FURTHER, that Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Improvements Agreement to the work to be performed thereunder, shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Improvements Agreement. PROVIDED FURTHER, this bond is NONCANCELLABLE, and shall renew annually automatically, from the date of this bond until its release by Obligee, to guarantee that Principal shall well, truly and faithfully perform its duties, and all of the undertakings, covenants, terms, and conditions set forth in the Improvements Agreement, and any extensions thereof which may be granted by Obligee with or without notice to Surety. The parties to this Performance Bond acknowledge that through the Improvements Agreement, Obligee reserves the right to require Principal to obtain a different Performance Bond from a financial institution other than Surety in the event that the rating of Surety by AM Best falls below a B+ rating. IN WITNESS WHEREOF, this instrument is executed in four (4) counterparts, each one of which shall be deemed an original, this 20th day of March, 2024. Omaha Track, Inc. Principal By: Principal Secretary/Witness Title (SEAL) 14010 FNB Pkwy, Suite 300 Address 4134 N. 153rd Street Address Omaha, NE 68116 Address C�a Universal Surety Company Omaha, NE 68154 Address IMPORTANT: Surety company executing bond must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Colorado. Bond must be accompanied with Attorney -in Fact's authority from the surety company certified to include the date of the bond. UNIVERSAL SURETY COMPANY Lincoln, Nebraska POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the UNIVERSAL SURETY COMPANY, a corporation of the State of Nebraska having its principal office in the City of Lincoln, Nebraska, pursuant to the following Bylaw, which was adopted by the Board of Directors of. said Company on July 23, 1981, to wit "Article V -Section 6. RESIDENT OFFICERS AND ATTORNEYS -IN -FACT. The President or any Vice President: acting with any Secretary or Assistant Secretary, shall have the authority. appoint Resident Vice Presidents and Attorneys -M -Fact, with the power and authority to sign, execute, acknowledge and deliver on Iu behalf, as Surety. Arty and all undertakings of suretyship and to affix thereto the corporate seal of the corporation. The President or any Vice President acting with any Secretary or Assistant Secretary, shall also have the authority to remove and revoke the authority of any such appointee at any time." does hereby make, constitute and appoint Sharon K. Murray, Firth, Nebraska or David A. Dominiani, Lincoln, Nebraska or Maura P. Kelly, Council Bluffs, Iowa or Joan Leu, Ralston, Nebraska or Jacqueline L. Drey or Kevin J. Stenger or David G. Jesse, Omaha, Nebraska or Dustin Cooper, Elkhorn, Nebraska its true and lawful Attoroey(s)-in-Fact to make, execute, seal and deliver for and on its behalf, as Surety: Any and all undertakings of suretyship And the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they had been duly executed and aclmowledged by the regularly elected officers of the Company at its offices in Lincoln, Nebraska, in their own persons. The following Resolution was adopted at the Regular Meeting of the Board of Directors of the UNIVERSAL SURETY COMPANY, held on July 23,1981: "RESOLVED, That the signatures of officers of the Company and the seal of the Company may be affixed by facsimile to any Power of Attorney executed in accordance with Article V -Section 6 of the Company Bylaws and that any such Power of Attorney bearing suds facsimile signatures, including the facsimile signature of a certifyingAtisistant Secretary and facsimile seal shall be valid and binding upon the Company with respect to any bond undertaking or contract of suretyship m which it is attached." All authority hereby conferred shall remain in full force and effect until terminated by the Company. IN WITNESS WHEREOF, UNIVERSAL SURETY COMPANY has caused these presents to be signed by its President and its corporate seal to be hereunto affixed this 16th day of February 20 22 t, CI 61),i__ Searetary/Treasurer By State of Nebraska s5. County of Lancaster UNIVERSAL SURETY COMPANY President On this 16th day of February , 20_2_2 before me personally came Curtis L. Hartter, to me known, who being by me duly sworn, did depose and say that (s)tre resides in the County of Lancaster, State of Nebraska; that (s)he is the President of the UNIVERSAL SURETY COMPANY, the corporation described in and which executed the above instrument that (s)he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation; that (s)he signed (his) (her) name by Bice order, and that Bylaw, Amide V -Section 6, adopted by the Board of Directors of said Company, referred to M the preceding instrument, is now in force. j:NEFIAL NOTARY "Slate of NEASSAR TARA MARTIN My Coen Exp. Febnal18, 2026 My Commission Expires February 16, 2026. Notary Public I, Philip C. Abel, Director of UNIVERSAL SURETY COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said UNIVERSAL SURETY COMPANY, which is still in full force and effect Signed and sealed at the City of Lincoln, Nebraska this 20th day of March 20 24 . Director Cheryl Hoffman From: Sent: To: Cc: Subject: Jazmyn Trujillo Martinez Thursday, March 14, 2024 2:24 PM Cheryl Hoffman Jessica Reid; Dawn Anderson RE: Contract ID - 7939 - Omaha Track - Fast Track This is tied directly to an access permit so there isn't a planner assigned. Jenny Fuller is finalizing the access permit so I will send it to you as soon as she has it done for your file. Best, Jazmyn Trujillo -Martinez Development Review Weld County Planning Services 1402 North 17th Avenue P.O. Box 758 Greeley, CO 80631 (970) 400-3711 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Cheryl Hoffman <choffman@weld.gov> Sent: Thursday, March 14, 2024 10:03 AM To: Jazmyn Trujillo Martinez <jtrujillomartinez@weld.gov> Cc: Jessica Reid <jreid@weld.gov>; Dawn Anderson <dranderson@weld.gov> Subject: RE: Contract ID - 7939 - Omaha Track - Fast Track Do you know which planner is working on this one? Do they have a staff report or something to add as backup to this? Cheryl L. Hoffman Deputy Clerk to the Board 1150 O Street/P.O. Box 758 Greeley, CO 80632 Tel: (970) 400.4227 choffman@weld.gov From: Jazmyn Trujillo Martinez <itrulillomartinez@weld.gov> Sent: Thursday, March 14, 2024 9:14 AM To: Cheryl Hoffman <choffman@weld.gov> Cc: Jessica Reid <jreid@weld.gov>; Dawn Anderson <dranderson@weld.gov> Subject: Contract ID - 7939 - Omaha Track - Fast Track Good morning, Cheryl, The Planning Department wanted to see if there is anyway to fast track the Improvements and Road Maintenance Agreement for Omaha Track, Contact ID 7939? We are trying to get the agreement on the Wednesday, March 20th agenda or Monday, March 25th agenda at the absolute latest. Amy Mutchie needs to make a request for a road closure to begin April 1St for this project so we are trying to get the agreement and road closure on the same agenda date, and Monday March 25th is the latest date possible for Amy's request. This would need to be on the regular agenda, as there is collateral that needs to be accepted. The collateral is expected to be delivered to our office tomorrow, and that is why it is not currently in the packet. The collateral will be for $1,840,444.25 in the form of a letter of credit. Please let me know if this is something you think you'll be able to accommodate and please let me know if there is anything you need from me. Best, Jazmyn Trujillo -Martinez Development Review Weld County Planning Services 1402 North 17th Avenue P.O. Box 758 Greeley, CO 80631 (970) 400-3711 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. 2 -A 795i' BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for: Omaha Track, Inc. — AP20-00070 DEPARTMENT: Planning Services DATE: March 12, 2024 PERSON REQUESTING: Jazmyn Trujillo -Martinez Brief description of the probiemlissue: The Department of Planning Services received a request from the applicant, Omaha Track, Inc., requesting that the Board of County Commissioners consider approving the Improvements and Road Maintenance Agreement for (AP20-00070). Please note that Exhibit D, Form of Deed of Dedication of Public Right -of -Way, has been omitted as the Public Right -of - Way will be dedicated directly to the Town of Eaton through the annexation process once the improvements have been completed and accepted by Weld County. Weld County Planning Services, Public Works, and the County Attorney's Office have reviewed the above mentioned signed original document and observed the following: • All Public Works related items, of the "Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements", are found to be acceptable. What options exist for the Board? (include consequences, impacts, costs, etc. of options): 1. Have this BOCC Hearing item be placed on the next available agenda as part of the Consent Agenda. 2. Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda, 3. Have this BOCC Hearing item not placed on the next available agenda as neither part of the Consent Agenda nor the Regular Agenda. Consequences: • New development can pay their way for their impacts on the County Roadways, or the County will be required to cover the costs of the new development's impacts on the roadways. Impacts: • New development with high traffic volumes impacts the County Road systems and causes wear and tear more quickly than normal traffic volumes. Costs (Current Fiscal Year 1 Ongoing or Subsequent Fiscal Years): • New development will pay their proportional share of repairs and upgrades completed by the County and the County will not be required to have a share in any improvements required if new development meet any future traffic triggers. Recommendation: Option 2. The Departments of Planning Services, Public Works, and the County Attorney's Office are recommending approval of the Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For improvements for AP20-00070, and that this item be placed on the next regularly scheduled BOCC Hearing, as part of the Regular Agenda. Support Recommendation Schedule Place oQ BOCC Agenda Work Session Other/Comments: Perry L. Buck, Pro-Tem Mike Freeman Scott K. James Kevin D. Ross, Chair Lori Seine jX -emai 2024-0707 3/25 'L25 2 U Karla Ford From: Sent: To: Subject: Lori Saine Weld County Commissioner, District 3 1150 0 Street PO Box 758 Greeley CO 8O632 Phone: 97O-400-4205 Fax: 970-336-7233 Email: Isaine@weldgov.com Website: www.co.weld.co.us In God We Trust Lori Saine Wednesday, March 13, 2024 2:33 PM Karla Ford RE: Please Reply - BOCC PA REVIEW - AP20-00070 — Omaha Track Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Karla Ford <kford@weld.gov> Sent: Wednesday, March 13, 2024 1:47 PM To: Lori Saine <Isaine@weld.gov> Subject: Please Reply - BOCC PA REVIEW - AP20-00070 — Omaha Track Importance: High Please advise if you support recommendation and to have department place on the agenda. Karla Ford Office Manager, Board of Weld County Commissioners 1150 O Street, P.O. Box 758, Greeley, Colorado 80632 1 Cheryl Hoffman From: Sent: To: Cc: Subject: Attachments: Good morning, Cheryl, Jazmyn Trujillo Martinez Thursday, March 14, 2024 9:14 AM Cheryl Hoffman Jessica Reid; Dawn Anderson Contract ID - 7939 - Omaha Track - Fast Track OnBase_Signed PA & IA AP20-00070 Omaha Track.pdf The Planning Department wanted to see if there is anyway to fast track the Improvements and Road Maintenance Agreement for Omaha Track, Contact ID 7939? We are trying to get the agreement on the Wednesday, March 20th agenda or Monday, March 25th agenda at the absolute latest. Amy Mutchie needs to make a request for a road closure to begin April 1st for this project so we are trying to get the agreement and road closure on the same agenda date, and Monday March 25th is the latest date possible for Amy's request. This would need to be on the regular agenda, as there is collateral that needs to be accepted. The collateral is expected to be delivered to our office tomorrow, and that is why it is not currently in the packet. The collateral will be for $j. 5 in the form of a i1 W7aa� Please filet me know if this is something you think you'll be able to accommodate and please let me know if there is anything you need from me. t. Best, Jazmyn Trujillo -Martinez Development Review Weld County Planning Services 1402 North 17th Avenue P.O. Box 758 Greeley, CO 80631 (970) 400-3711 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS Omaha Track, Inc. — AP20-00070 iil THIS AGREEMENT is made this day of , 202 , by and between Omaha Track, Inc., a corporation organized under the laws of the State of Nebraska, and registered and authorized to do business in the State of Colorado, whose address is 12930 "I" Street, Omaha, NE 68137, hereinafter referred to as "Property Owner," and the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, whose address is 1150 "O" Street, Greeley, Colorado 80631 hereinafter referred to as "County." WITNESSETH: WHEREAS, Property Owner is the owner of the following described property in the County of Weld, Colorado: Being part of the SE1/4 of Section 6, Township 6 North, Range 65 West of the 6th P.M., Weld County, Colorado hereinafter referred to as "the Property," and WHEREAS, Property Owner has received approval of AP20-00070, and WHEREAS, Property Owner acknowledges that the final approval of AP20-00070 is conditional upon Property Owner's funding and/or construction of the off -site ("Off -Site") improvements and road maintenance described in this Agreement and depicted in the following incorporated exhibits: Exhibit A — Off -Site Costs of Construction, Exhibit B — Off -Site Construction Schedule, Exhibit C — Construction Plans, Exhibit D — Form of Deed of Dedication of Public Road Right -of -Way (ROW) Exhibit E — Legal Description and Depiction of Public Road ROW to be dedicated for County Road (CR) 72 cul-de-sac Exhibit F — Legal Description and Depiction of Public Road ROW to be dedicated for CR 39 / CR 72 Intersection Improvements Exhibit G — Easement Agreement Form, Legal Description and Depiction of oil and gas pipeline valve easement for DCP Operating Company LP WHEREAS, Property Owner acknowledges they may not operate, and County will not issue AP20-00070 until said agreement has been completed and accepted by County, and WHEREAS, Property Owner acknowledges that pursuant to the provisions of Weld County Code, the failure to commence construction of the improvements outlined herein within one (1) year of the approval and issuance of AP20-00070 may result in the revocation of AP20-00070, upon consideration and order of the Board of County Commissioners, and WHEREAS, the parties agree that the Property Owner shall provide collateral for off -site improvements ("Off -Site Improvements") required by this Agreement when the Board of County Commissioners approves this Agreement. Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 1of12 NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the promises and covenants contained herein, the parties hereto promise, covenant and agree as follows: PART I: SITE SPECIFIC PROVISIONS A. Off -Site Improvements (as required by the BOCC): The Property Owner shall be responsible for the construction of certain Off -Site safety improvements identified in the Code, including: construction of adequate turning radii of sixty-five (65) feet at the main entrances and exits which extend into county road ROW connecting to the county road system, and Off -Site drainage and signage installations. All improvements required to be installed by Property Owner are detailed in the attached Exhibits and are expressly incorporated herein. Any approved access point(s) improvements will include standard County approved tracking control, including a double cattle guard set (one right after the other), placed back to back across the entire width of the access, or a paved (asphalt/concrete) tracking pad extending three hundred (300) feet into the site to mitigate impacts to the paved road, to ensure a complete revolution of the truck tires in order minimize the tracking of mud and debris onto the adjacent County Road. 1.0 Road Improvements Responsibilities. Property Owner is solely responsible for all the Off -Site designated improvements set forth in the Exhibits attached to this Agreement. These responsibilities may include but are not limited to the following: design, surveys, utility locates, acquisition of ROW, if necessary, dedication of ROW, if necessary, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities, and utilities, traffic control, and Project (defined below) safety during construction. Property Owner shall obey all applicable regulations issued by OSHA, CDOT, CDPHE, and other federal, state, or county regulatory agencies. 1.1 Property Owner is solely responsible for the designated improvements set forth in Exhibit C, including: • Full intersection improvements at the intersection of County Road 39 and County Road 72; including a left turn lane on County Road 39 and a south deceleration lane on County Road 72. • Property Owner will pave County Road 72 from the site access east to County Road 39. 1.2 Property Owner will complete the following work to be reimbursed by Weld County pursuant to section D.2.0 below: Property Owner will pave the remainder of County Road 72 West of the site access including the cul-de-sac bulb. County further agrees that Property Owner shall not be obligated to maintain County Road 72 after the completion of the two-year warranty period of the Improvements of County Road 72 as set forth in Part II Section C.2.2 of this Agreement. 2.0 Cost of Construction Exhibit. The cost of construction estimates (engineer's estimate) as identified in Exhibit A detail the costs used in determining the collateral requirement for the Off -Site improvements related to the development. A registered Colorado Engineer must sign and stamp the construction cost exhibit on Exhibit A. If more than three (3) years have passed since the last construction cost estimate was provided, the Property Owner shall provide an updated construction cost estimate prior to the start of construction. 3.0 Construction Schedule Exhibit. Exhibit B is provided by the Property Owner indicating the construction schedule for all Off -Site improvements, including an anticipated completion date. Property Owner shall not commence construction of any improvements or receive any permitting prior to approval Omaha Track, Inc. — AP20-00070 - OFFSIA2I-0004 Page 2 of 12 of this Agreement, the construction plans described in the attached Exhibit C, receipt of the appropriate Grading Permit, Access Permit, and/or ROW Permit, if applicable. Property Owner shall substantially complete all improvements in accordance with Exhibit B in order to request the two (2) year warranty period begin. In the event that the construction schedule is not current, the Property Owner shall submit a revised construction schedule. 4.0 Off -site Improvements Collateral. As required, collateral is accepted and released by the Board of County Commissioners pursuant to the Weld County Code. Additional information about collateral is outlined in Part II.B of this Agreement. 5.0 As -Built Plans. "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or once the Property Owner has completed improvements as described in Part II.B, Subsection 3.2.3, of this Agreement. Property Owner shall also provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a Colorado licensed and registered Professional Land Surveyor or Professional Engineer. 6.0 Dedication of Public Road ROW for CR 72 Cul-de-sac. Upon receiving that payment described in Section D.1.0 of this Part I below, Property Owner agrees to dedicate to County that certain public road ROW described and depicted in Exhibit E utilizing the form provided in Exhibit D. 7.0 Dedication of Public Road ROW for CR 39 / CR 72 Intersection Project. Prior to construction, Property Owner agrees to purchase and deliver to County those specified public road ROWs described and depicted in Exhibit F utilizing the form provided in Exhibit D. 8.0 Conveyance of Easement Agreement to DCP Operating Company LP. Upon receiving that payment described in Section D.1.0 of this Part I below, Property Owner agrees to convey to DCP Operating Company LP an easement in accordance with that provided in Exhibit G. B. Haul/ Travel Routes: The Property Owner shall be financially responsible for its proportional share of the County's costs associated with maintaining and/or improving designated haul/travel routes. The proportional share (the "Proportional Share") shall be determined by periodic traffic counts and allocated among all businesses and the general public using each haul route. The County shall be solely responsible for obtaining the traffic counts and upon request, shall provide the information to Property Owner, in writing within thirty (30) days. 1.0 Haul/ Travel Routes. The following roads are designated as haul/travel routes for the Property: 1) From approved site access on CR 72 to CR 39 north to CR 74; east and west on CR 74. Traffic that travels west on CR 74 shall disperse north/south on Highway 85 and in no case shall continue to travel west of Highway 85. 2) From approved site access on CR 72 to CR 39 south to HWY 392; east and west on HWY 392. 2.0 Haul trucks/traffic shall enter and exit the site at the approved access(es) on CR 72 and travel to CR 39 north/south to either CR 74 or HWY 392 for further dispersal; however, may not use CR 70 for further dispersal. Any County roads used by AP20-00070 traffic may become part of the established haul/travel routes. 3.0 Weight Limits. No travel vehicles may exceed CDOT required specifications for pounds -per -axle and axle configurations unless overweight permits have been applied for and granted. Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 3 of 12 4.0 Temporary Deviations. In unusual or rare occasions, if projects mandate deviation from the above -mentioned haul/travel route for a limited period (six months or less), Weld County Public Works may authorize, in writing, the deviation. In that circumstance, haul/travel vehicles will utilize paved county roads whenever possible. A deviation from the established haul/travel route lasting more than six (6) months or requests for more than one (1) deviation within a 12 -month period shall authorize the County to change the haul/travel routes designated herein, and provide notice to the Property Owner. 5.0 Haul Route Signage. Property Owner shall install travel route signs, if applicable, as per Manual of Uniform Traffic Control Devices standards, at all exit points of the Property which can be clearly seen by drivers leaving the facility and which clearly depict County approved haul/travel routes. C. Maintenance Requirements: 1.0 Off -site recurring maintenance, if applicable, as required: 2.0 Repair. Property Owner shall be fmancially responsible for its proportional share of excavation, patching, and pavement repair on designated haul/travel routes. The amount and extent of repair and paving measures will be determined by site -specific conditions at the time, as determined exclusively by County personnel. 3.0 Need for Immediate Repairs. In the event of damage to a designated haul/travel route by Project traffic that causes an immediate threat to public health and safety or renders the road impassible ("Significant Damage"), County shall, after inspection, notify Property Owner of such Significant Damage. Property Owner shall identify the repair required and shall consult with County within twenty-four (24) to forty-eight (48) hours on the extent, type, timing, materials and quality of repair (i.e. temporary versus permanent) after receipt of such notice. Repairs shall include all actions needed, including a preliminary plan and schedule of work through completion and acceptance. If Property Owner identifies Significant Damage causing a safety concern prior to receiving notice thereof from County, Property Owner may commence repair of such Significant Damage and shall concurrently notify County of the extent, type, timing, materials, and quality of repair (i.e. temporary versus permanent). 4.0 Repair of Damaged Road. On or before December 31 of the calendar year in which County staff has determined through site analysis and/or pavement testing that a particular haul/travel route road portion will require paving measures in order to protect the public health, safety, and welfare, and the County has budgeted sufficient funds for the following calendar year to pay its share of the Off -Site Improvement/Repair Costs, County shall notify Property Owner in writing that the Off -Site Improvements/Repairs shall be undertaken. 4.1 In County's sole discretion, County may undertake the repairs and/or improvements. Property Owner's payment for its Proportionate Share of the road repairs/improvements will be calculated as determined in this Agreement. Property Owner will be invoiced accordingly for those proportional share costs. 5.0 Notification, Calculation of Property Owner's Proportional Share of Costs. The County shall notify Property Owner of County's preliminary determination and assessment of Property Owner's proportional share of costs of maintenance, repair, or improvements to Property Owner's designated haul/travel routes. Prior to County's fmal determination and assessment, County shall provide Property Owner with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Property Owner's input prior to making a final determination and assessment. The County shall have sole responsibility for determination of Property Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 4 of 12 Owner's proportional share of costs. Property Owner agrees to pay such proportional share of costs within 30 days of receiving an invoice from County. 6.0 Annual Road Inspection. County may conduct a road inspection annually with the cooperation of Property Owner and all other property owners and/or Lessees who are required by County to participate in road improvement/maintenance agreements for the haul routes designated in this Agreement. As a result of the annual inspection, County, in its sole discretion, shall determine actual conditions and shall further determine what road repair/improvement/maintenance work is to be performed during that construction season. Notification to the Property Owner of the required roadway repairs will be given as soon as the data become available. D. Payment from County to Property Owner: 1.0 County agrees to pay to Property Owner $8,000.00 within thirty (30) days of mutual execution of this Agreement. Such payment is made in consideration of Property Owner's dedication of public road ROW to County for the CR 72 cul-de-sac as provided in section A.6.0 above and depicted in Exhibit E, as well as Property Owner's dedication of that certain easement to DCP Operating Company LP as provided in section A.8.0 above and depicted in Exhibit G, 2.0 County agrees to pay to Property Owner for the actual costs of completing the work described in section 1.2 above, within thirty (30) days of receiving notice and an invoice that such work has been completed. Such work shall meet the same standards as all other work required by this Agreement. In the event that County disputes the invoice as not reflective of actual costs, or otherwise determines that the work does not meet the requirements of this Agreement, the parties may submit to non -binding mediation before exercising any other remedy described herein. PART II: GENERAL PROVISIONS A. Engineering and Construction Requirements: 1.0 Engineering Services. Property Owner shall furnish to County, at its own expense, all engineering services in connection with the design and construction of the Off -Site improvements and all on -site drainage -related structures if required by any Municipal Separate Storm Sewer System (MS4) permit, identified on the accepted Construction Plans according to the construction schedule set forth in the construction schedule exhibits. The required engineering services shall be performed by a Professional Engineer and Land Surveyor registered in the State of Colorado and shall conform to the standards and criteria established by the County for public improvements. The required engineering services shall consist of, but not be limited to: surveys, designs, plans and profiles, estimates, construction supervision, and the submission of necessary documents to the County. 2.0 Rights -of -Way and Easements. Before commencing the construction of any Off -Site improvements herein agreed upon for public ROW or easements, Property Owner shall acquire, at its sole expense, good and sufficient ROW and easements made necessary for the improvements. The County will not exercise eminent domain on behalf of Property Owner. All such ROW and easements for the construction of roads to be accepted by the County shall be conveyed to the County on County -approved forms and the documents of conveyance shall be furnished to the County for acceptance with express written authority of the BOCC and recording. 3.0 Construction. Property Owner shall furnish and install, at its own expense, the improvements (and any drainage -related structures required by any MS4 permit) identified on the accepted Exhibits and shall be solely responsible for the costs listed on the cost of construction exhibits except as provided in Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 5of12 section A 1.1 above, with the improvements being completed also in accordance with the schedule set forth in the construction schedule exhibits. The Board of County Commissioners, at its option, may grant an extension of the time of completion set forth in construction schedule exhibits stated herein upon application by the Property Owner. Said construction shall be in strict conformance to the plans and drawings accepted by the County and the specifications adopted by the County. 4.0 Testing. Property Owner shall employ, at its own expense, a qualified testing company previously approved by the County to perform all testing of materials or construction; and shall furnish copies of test results to the County. If County discovers inconsistencies in the testing results, Property Owner shall employ at its expense a third -party qualified testing company approved by County. Such third party shall furnish the certified results of all such testing to the County. At all times during said construction, the County shall have the right to test and inspect material and work, or to require testing and inspection of material and work at Property Owner's expense. Any material or work not conforming to the approved plans and specifications, including but not limited to damages to property adjacent to the construction plan area shall be repaired, removed or replaced to the satisfaction of the County at the expense of Property Owner. 5.0 Construction Standards. Design and construction of all Off -Site improvements shall conform to the current version of CDOT's "Standard Specifications for Road and Bridge Construction" and the Weld County Engineering and Construction Criteria. 6.0 Traffic Control. Prior to any construction in County and/or State ROW, and as a condition of issuance of any ROW or Access Permit, the Property Owner shall submit a traffic control plan for County review. During construction, appropriate safety signage shall be posted in accordance with the then -current version of the Manual of Uniform Traffic Control Devices. B. Collateral: 1.0 General Requirements for Collateral. Property Owner shall provide to County collateral to guarantee all of Property Owner's obligations under this Agreement: (1) Project Collateral is required for completion of Off -Site improvements, as described in this Agreement; (2) Warranty Collateral (defined in 1.2 below) is required for all Off -Site improvements during the two-year warranty period. Collateral acceptance and release are governed by the Weld County Code. 1.1 Project Collateral shall be submitted to guarantee completion of Off -Site improvements identified in the Exhibits. Project Collateral must be submitted in an amount equal to 100% of the value of the improvements, as calculated in the cost of construction exhibits. Project Collateral must be submitted at the time of execution of the Agreement, unless otherwise directed by the Board of County Commissioners. In the event that Property Owner fails to adequately complete the required improvements, County may, in its sole discretion, access Project Collateral for the purpose of completing such improvements. It may be necessary to provide additional collateral in the event the cost estimate is older than three (3) years. NO WORK SHALL COMMENCE UNTIL PROJECT COLLATERAL HAS BEEN SUBMITTED AND ACCEPTED BY THE COUNTY. 1.2 Warranty Collateral shall be submitted and held by the County until release after the two-year warranty period following the County's initial approval of the improvements. Warranty Collateral shall be in an amount equal to 15% of Project Collateral. In the event that Property Owner fails to adequately complete or repair improvements during the warranty period, County may, in its sole discretion, access Warranty Collateral for the purpose of completing such improvements. Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 6 of 12 2.0 Form of Collateral. Collateral may be in the form of a letter of credit, a surety bond, or a cash deposit, subject to the requirements and restrictions of Section 2-3-30 of the Weld County Code, as that Section maybe amended from time to time. 3.0 Release of Collateral. Collateral shall be released in accordance with Section 2-3-30 of the Weld County Code. For collateral release, the Planning Department conducts inspections for on -site improvements, and the Department of Public Works conducts inspections for Off -Site improvements. 3.1 Timing of Release. Project Collateral may be released upon completion of all improvements required by the Exhibits after initial approval by the County. Warranty Collateral shall be withheld by County from and at the time of release of Project Collateral, or may be submitted separately by Property Owner. Warranty Collateral may be released upon the approval of the County at the end of the two-year warranty period. Road Maintenance Collateral may be withheld from and at the time of release of Warranty Collateral, or may be submitted separately by Property Owner. 3.2 Request for Release of Collateral. Prior to release of collateral by Weld County for the entire Project or for a portion of the Project, the Property Owner must present a Statement of Substantial Compliance from an Engineer registered in the State of Colorado. The Statement of Substantial Compliance shall state that the Project or a portion of the Project has been completed in substantial compliance with accepted plans and specifications documenting the following: 3.2.1 The Property Owner's Engineer or his representative has made regular on -site inspections during the course of construction and the construction plans utilized are the same as those accepted by Weld County. 3.2.2 For the improvements to public rights -of -way or easements, test results must be submitted for all phases of this Project as per Colorado Department of Transportation (CDOT) Schedule for minimum materials sampling, testing and inspections found in CDOT Materials Manual. 3.2.3 "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or at such time as the Property Owner has completed improvements as shown on the Exhibit C and/or Exhibit D, and shall be stamped and approved by an Engineer registered in the State of Colorado, if an Engineer was initially required for the Project. The Property Owner's Engineer shall certify that the Project "as -built" is in substantial compliance with the plans and specifications as approved, or that any material deviations have received prior written acceptance from the County Engineer. 3.3 County's Response to Request for Release of Collateral. Following a written request for release of collateral, County personnel will inspect the improvements as provided in this Agreement. Upon approval, the Board of County Commissioners shall release said collateral. C. Acceptance of Improvements: 1.0 Acceptance of Off -Site Improvements. Upon completion of the Off -Site improvements, Property Owner shall contact the Weld County Department of Public Works and request an inspection of such improvements. Upon request, County personnel will initiate the inspection, approval, and acceptance process. Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 7 of 12 2.0 Inspection, Approval, and Acceptance Process. 2.1 Upon completion of construction of all Off -Site improvements as described in the Construction Plans, Property Owner shall submit to the Weld County Department of Public Works a Statement of Substantial Compliance by Property Owner's Engineer along with "as -built" drawings as required in B.3.2.3, above, and shall request County inspection of the Off -Site improvements. County personnel shall then inspect the improvements. If the County determines the improvements were not constructed in accordance with the Construction Plans, the County shall direct the Property Owner to correct the deficiencies. If the County determines the improvements were constructed in accordance with the Construction Plans, the County shall initially approve the Off -Site Improvements. 2.2 Two -Year Warranty Period. Such initial approval begins the two-year warranty period. Upon completion of the two-year warranty period, County Public Works personnel shall, upon request by the Property Owner, inspect the subject improvements, and notify the Property Owner of any deficiencies. If any deficiencies are discovered, the Property Owner shall correct the deficiencies. County personnel shall re -inspect the improvements after notification from the Property Owner that said deficiencies have been corrected. If the County personnel finds that the improvements are constructed according to County standards, he or she shall approve the improvements. Such final approval shall authorize the Property Owner to request the Board of County Commissioners to release the Warranty Collateral. 2.3 Placement of Improvements into Service Prior to County Approval. If requested by the Property Owner and agreed by the County, portions of the improvements may be placed in service when completed according to the schedule shown on the construction schedule exhibit, but such use and operation shall not alone constitute an approval or acceptance of said portions of the improvements. County may, at its option, issue building permits for construction for which the improvements detailed herein have been started but not completed according to the schedule shown on the construction schedule exhibit, and may continue to issue building permits so long as the progress of work on the improvements is satisfactory to the County, and all terms of this Agreement have been faithfully kept by Property Owner. C. Permits: Property Owner or Property Owner's contractor operating the Property Owner's facility is required to apply for and receive all permits required by the County or any other applicable local, State, or federal permit, including but not limited to: 1.0 Access Permits. Contractor shall not use any access onto any County road unless and until an access permit has been issued by the Department of Public Works. Public Works may condition the issuance of an updated access permit on the amendment of this Agreement if the updated access permit authorizes the use of an additional access point, or if there is a change in use of the current access point, as permitted by Article XIV of Chapter 8 of the Weld County Code. 2.0 Right -of -Way (ROW) Permits. Per Article XIII of Chapter 8 of the Weld County Code, any work occurring within County ROW requires a ROW permit issued by the Department of Public Works. No work shall occur without said ROW permit. 3.0 Transport Permits. Per Article XV of Chapter 8 of the Weld County Code, a Weld County Transport Permit is required for extra -legal vehicles using Weld County roadways to ensure the operation and movement of extra -legal vehicles and loads occurs in a safe and efficient manner. D. Enforcement and Remedies: Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 8 of 12 1.0 Violation of Terms of Agreement. If in County's good faith opinion, Property Owner has violated any of the terms of this Agreement, County shall notify Property Owner of its belief that the Agreement has been violated and shall state with specificity the facts and circumstances which County believes constitute the violation. Property Owner shall have fifteen (15) days within which to either cure the violation or demonstrate compliance. If, after fifteen (15) days have elapsed, County believes in good faith that the violation is continuing, County may consider Property Owner to be in breach of this Agreement. If, however, the purported violation cannot, in good faith, be cured with fifteen (15) days, Property Owner shall not be in breach of this Agreement provided Property Owner as commenced to cure and thereafter diligently pursues the cure to completion. 2.0 Remedies for Breach by Property Owner. In the event that County determines that Property Owner has violated the terms of this Agreement, and has failed to correct said violation, County may exercise any or all of the following remedies, or any other remedy available in law or equity. 2.1 Access and Use of Collateral. County may access and use collateral to address the issues specific to the violation. For example, the County may access and use Project Collateral in order to complete improvements as required by the Construction Plans, when such improvements have not been completed in accordance with the Construction Schedule. 2.2. Withholding Permits. County may "lock" any or all lots within the Property, which precludes the continued issuance of building permits, zoning permits, septic permits, or any other permit issued by any department of the County. 2.3 Court Action. County may seek relief in law or equity by filing an action in the Weld District Court or Federal District Court for the District of Colorado, except that no such civil action or order shall be necessary to access collateral for the purpose of completing improvements as described above. 2.4 Revocation of Permit. Property Owner acknowledges that failure to comply with the terms of this Agreement constitutes cause to revoke the Permit, and County may exercise this option in its sole discretion by proceeding with revocation under the then current provisions of the Weld County Code. 3.0 Termination of Agreement. This Agreement shall terminate upon the earliest of the following events: 3.1 Failure to Commence. County may terminate this Agreement upon or after revocation of the underlying access permit approval under Weld County Code Chapter 8.12. However, County may still exercise all necessary activities under this Agreement that the County determines necessary to protect the health, safety, and welfare of the residents of Weld County. 3.2 Cessation of all Permit Related Activities. Termination of this Agreement shall occur upon Property Owner's complete cessation of all activities permitted including any clean up or restoration required. A partial cessation of activities shall not constitute a termination of this Agreement, nor shall County's issuance of a partial release/vacation constitute a termination. Unless informed in writing by the Property Owner of cessation of activities, and verified by the County, cessation shall only be presumed if the County determines that the operation has been inactive for three (3) years. Property Owner shall not be entitled to a release of Project or Warranty Collateral unless and until the improvements required by this Agreement are completed. Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 9 of 12 3.3 Execution of Replacement Agreement. This Agreement shall terminate following County's execution of a new improvements agreement with a new property owner or operator who has purchased the Property or has assumed the operation of the business permitted and intends to make use of the rights and privileges available to it. F. General Provisions: 1.0 Successors and Assigns. 1.1 Property Owner may not delegate, transfer, or assign this Agreement in whole or in part, without the prior express written consent of County and the written agreement of the party to whom the obligations under this Agreement are assigned. Consent to a delegation or an assignment will not be unreasonably withheld, conditioned, or delayed by County. In such case, Property Owner's release of its obligations shall be accomplished by County's execution of a new improvements agreement with the delegate, transferee, or assignee for the applicable portion or all of this Agreement. 1.2 County's rights and obligations under this Agreement shall automatically be delegated, transferred, or assigned to any municipality which, by and through annexation proceedings, has assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement. 2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable by a court of competent jurisdiction, this Agreement shall be construed and enforced without such provision, to the extent that this Agreement is then capable of execution within the original intent of the parties. 3.0 Governmental Immunity. No term or condition of this Agreement shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of the Colorado Governmental Immunity Act §§24-10-101 et seq., as applicable now or hereafter amended. 4.0 No Third -Party Beneficiary. It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned parties and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in this Agreement. It is the express intention of the undersigned parties that any person other than the undersigned parties receiving services or benefits under this Agreement shall be an incidental beneficiary only. 5.0 Board of County Commissioners of Weld County Approval. This Agreement shall not be valid until it has been approved by the Board of County Commissioners of Weld County, Colorado or its designee. 6.0 Choice of Law/Jurisdiction. Colorado law, and the rules and regulations established pursuant thereto, shall be applied in the interpretation, execution, and enforcement of this Agreement. Any provision included or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall be null and void. In the event of a legal dispute between the parties, the parties agree that the Weld County District Court or Federal District Court for the District of Colorado shall have exclusive jurisdiction to resolve said dispute. 7.0 Attorneys' Fees/Legal Costs. In the event of a dispute between County and Property Owner, concerning this Agreement, the parties agree that each party shall be responsible for the payment of attorney fees and/or legal costs incurred by or on its own behalf Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 10 of 12 8.0 Release of Liability. Property Owner shall release County from any and all liability loss and damage County may suffer as a result of all suits, actions, or claims of every nature and description (each a "Claim"), the direct and proximate cause of which Claim is grounded in the design and construction of improvements, and pay any and all judgments rendered against the County on account of any such Claim, and notwithstanding Section 7.0 above, together with all reasonable expenses and attorney fees incurred by County in defending such Claim , provided, however, such liability, loss or damage is not caused by or arise out of any negligence or gross negligence of the County or its employees while acting within the scope of their employment, or any intentional tort whether or not in the scope of their employment, and provided further, that the facts supporting and basis for the Claim occurred during the period of construction. All contractors and other employees engaged in construction of the improvements shall maintain adequate worker's compensation insurance and public liability insurance coverage, and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health. 9.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any extra judicial body or person. Any provision to the contrary in this Agreement or incorporated herein by reference shall be null and void. 10.0 Authority to Sign. Each person signing this Agreement represents and warrants that he or she is duly authorized and has legal capacity to execute and deliver this Agreement. Each party represents and warrants to the other that the execution and delivery of the Agreement and the performance of such party's obligations hereunder have been duly authorized and that the Agreement is a valid and legal agreement binding on such party and enforceable in accordance with its terms. If requested by the County, Property Owner shall provide the County with proof of Property Owner's authority to enter into this Agreement within five (5) days of receiving such request. 11.0 Acknowledgment. County and Property Owner acknowledge that each has read this Agreement, understands it and agrees to be bound by its terms. Both parties further agree that this Agreement, with the attached or incorporated Exhibits, is the complete and exclusive statement of agreement between the parties and supersedes all proposals or prior agreements, oral or written, and any other communications between the parties relating to the subject matter of this Agreement. 12.0 Notwithstanding any other provision contained in this Agreement, for any conflict or potential conflict between any term in this Agreement and the Resolution of the Board of County Commissioners approving the underlying land use permit, the provisions of the Board's Resolution shall control. In the event of a discrepancy between this Agreement and the Weld County Code in effect at the time of execution of this Agreement, the terms of the Weld County Code shall control. 4953791 Pages: 13 of 88 04/09/2024 12:39 PM R Fee:$0.00 Carly Kopp., Clark and Raoorder, Wald County , CO VIII I rdil2 11111 Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 11of12 PROPER? ' tWN4R: Omaha Track, Inc. By: Name: ) (- • Pett2.0- S. N Title: C C O STATE OF Nebraska COUNTY OF Douglas Date: SS. The foregoing instrument was acknowledged before me thisj© day 202?; by �� a-&d.e2ol WITNESS my hand and official seal. Stab of Nebraska- General Notary � My . May 30, 2026 • . • • WELD COUNTY: ATTEST: Weld Co BY: W...frittA) Jeito;4. Clerk to the Bard Deputy Cle BOARD OF COUNTY COMMISSIONERS 495$791 Pages: 14 of 88 04/09/2024 12:35 PM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO VIII NU�.�IL��w ��i�I�IVi� Pl�r igr4 Ili alikE *II III COUNTY, COLORADO Buck ,Chair Pro-Tem MAR 2 5 2024 Omaha Track, Inc. — AP20-00070 - OFFSIA21-0004 Page 12of12 EXHIBIT Biditem Descri s tion Quantity Units Unit Price Bid Total 1000 Mobilization 1.000 LS $103,745.00 $103,745.00 1050 Subcontractor Mobilization 1.000 LS $9,255.00 $9,255.00 1200 Waddle 1,300.000 LF $4.25 $5,525.00 1250 Seeding & Mulching 5.000 ACRE $1,866.00 $9,330.00 1500 Asphalt Removal 1,600.000 SF $0.90 $1,440.00 1550 Sawcutting - CR39 2,942.000 LF $2.00 $5,884.00 1600 Existing CMP Removal 305.000 LF $27.00 $8,235.00 1610 Existing Arch CMP Removal - CR39 83.000 LF $39.75 $3,299.25 1700 Concrete Ditch Removal 2,440.000 LF $4.75 $11,590.00 1800 Concrete Headwall Removal 2.000 EA $796.00 $1,592.00 1810 Concrete Ditch Structure Removal - CR72 2.000 EA $1,420.00 $2,840.00 1900 Remove & Reset Barbed Wire Fence 2,440.000 LF $6.00 $14,640.00 1950 Remove Barbed Wire Fence 2,440.000 LF $0.50 $1,220.00 2100 Topsoil - Strip & Stockpile 3,370.000 CY $6.10 $20,557.00 2200 Cut/Fill Earthwork 2,860.000 CY $7.30 $20,878.00 2300 Cut to Export Earthwork 7,900.000 CY $11.52 $91,008.00 2350 Traffic Control for Scraper Haul 1.000 LS $1,422.00 $1,422.00 2400 Rough Grading 36,990.000 SY $1.50 $55,485.00 3000 Rip & Recompact Subgrade 13,945.000 SY $3.50 $48,807.50 3050 Rip & Recompact Subgrade - CR 72 Cul de Sac 1,770.000 SY $3.90 $6,903.00 3160 10" Class 6 Roadbase - CR 39 3,990.000 SY $16.00 $63,840.00 3165 10" Class 6 Roadbase - CR 39 & CR 72 Int. 1,960.000 SY $16.00 $31,360.00 3170 8" Class 6 Roadbase - CR 72 7,995.000 SY $10.70 $85,546.50 3180 8" Class 6 Roadbase - CR 72 Cul de Sac 1,770.000 SY $10.70 $18,939.00 3200 Fine Grade Asphalt Paving 13,210.000 SY $1.70 $22,457.00 3250 Fine Grade Asphalt Paving - CR 72 Cul de Sac 1,710.000 SY $1.40 $2,394.00 3300 7.5" Asphalt Paving - CR 39 3,710.000 SY $49.10 $182,161.00 3305 7.5" Asphalt Paving - CR 39 & CR 72 Int. 1,900.000 SY $49.10 $93,290.00 _ 3310 5" Asphalt Paving - CR 72 7,600.000 SY $29.70 $225,720.00 3350 5" Asphalt Paving - CR 72 Cul de Sac 2 1,710.000 SY $29.70 $50,787.00 3400 2" Mill & Overlay CR 39 8 na 1,270.000 SY $18.70 $23,749.00 - 3500 1' Class 6 Shoulder >-2 6,535.000 LF $3.70 $24,179.50 3550 1' Class 6 Shoulder - CR 72 Cul de Sac 0 505.000 LF $3.25 $1,641.25 3600 Re -Grade Existing Driveways "z 1,050.000 SY $11.00 $11,550.00 3650 8" Class 6 Roadbase - Driveways cos. �� 1,050.000 SY $15.65 $16,432.50 3700 Fine Grade Asphalt Paving Driveways 1 050.000 SY $2.50 $2 625.00 P - Y �..o� o 8-1e3750 ii - 5" Asphalt Paving - Driveways an_ 1,050.000 SY $38.30 $40,215.00 5100 15 RCP Storm - Culvert 2 & 5 rt : 132.000 LF $170.00 $22,440.00 5110 18" RCP Storm - Culvert 3 ., l _ 87.000 LF $113.00 $9,831.00 iia 5130 24" RCP Storm - Culvert 4 •in f.111.000 LF $199.00 $22,089.00 n. 5140 48" RCP Storm - Culvert 7 �;;� — 110.000 LF $525.00 $57,750.00 5200 15" RCP Flared End Section Culvert 2 & 5 4.000 EA $2,360.00 - : $9,440.00 5210 18" RCP Flared End Section - Culvert 3 N x- rio a� mm o II 2.000 EA $2,605.00 $5,210.00 5220 24" RCP Flared End Section - Culvert 4 W. ; ; 2.000 EA $2,917.00 $5,834.00 K)0-. 5230 48" RCP Flared End Section - Culvert 7 0ei� 2.000 EA $5,031.50 $10,063.00 5240 48" Cut -Off Wall at FES - Culvert 7 1.000 EA $4,810.00 $4,810.00 5300 Type M Rip Rap - Culverts 2, 3, 4, 5, & 7 50.000 TON $182.00 $9,100.00 5350 Type M Rip Rap - Run Down at SW Corner CR39&CR72 25.000 TON $182.00 $4,550.00 5400 Flowfill Backfill - Culvert 4 & 7 - CR39 131.000 CY $245.75 $32,193.25 5500 Asphalt Removal - Culvert 4 & 7 - CR39 5600 Asphalt Patch - Culvert 4 & 7 - CR39 6000 , Remove & Reset Existing Stop Sign w/ Street Name 6010 ! Remove & Reset Existing Stop Ahead Sign 6100 Speed Limit 40 MPH Sign 6105 Pavement Ends Ahead Sign 6110 Dead End Road Sign 6115 No Outlet Sign 6200 Preformed Thermoplastic Symbols 6300 Epoxy Pavement Markings 6400 Pavement Marking Paint (Hatch -Out) 6500 Existing 4" Line Removal 6950 Remove & Reset Mail Boxes 7010 Variable Message Boards 7020 Southwest Shoulder Closure 7030 Northwest Shoulder Closure 7040 CR39 Closures - Culvert 4 & 7 7050 West CR72 Closure 7060 East CR72 Closure 7070 Flagging Operations - 2 Flaggers 7080 Flagging Operations - 3 Flaggers 7090 Flagging Operations - 4 Flaggers 8010 Geotechnical Engineering & Testing - CR39&CR72 8020 Surveying - CR39&CR72 8030 Irrigation System Modifications - Allowance 8040 Irrigation Pivot Electrical Hook -Up - Allowance 8050 Stormwater Management 532.000 SF 532.000 SF 2.000 EA 1.000 ! EA 2.000 EA 1.000 EA 1.000 EA 1.000 EA 244.000 SF 115.000 GAL 20.000 GAL 1,750.000 SF 3.000 EA 21.000 DAY 60.000 DAY 20.000 DAY 14.000 DAY 28.000 DAY 7.000 DAY 5.000 DAY 15.000 DAY 10.000 DAY 1.000 LS 1.000 LS 1.000, LS 1.000 LS 7.000 MO $3.75 $12.00 $549.50 $549.50' $732.50 $732.50 $732.50 $1,995.00 $6,384.00 $1,099.00 $549.50 $1,465.00 $732.50 $732.50 $732.50 $732.50 $18.25' $4,453.00 $285.75 $32,861.25 $83.00 $1,660.00 $6.15 $10,762.50 $185.00 $555.00 $689.50 $14,479.50 $283.50 $17,010.00 $239.00 $4,780.00 $662.50 $9,275.00 $187.75 $5,257.00 $239.75 $1,678.25 $2,582.00 $12,910.00 $3,213.00 $48,195.00 $3,855.00 $38,550.00 Cost of Work Total $1,729,969.25 $50,000.00 $50,000.00 $24,000.00 $24,000.00 $25,000.00', $25,000.00 $5,000.00'j $5,000.00 $925.00 $6,475.00 Cost of Survey, Testing, & Allowance Total $110,475.00 $1,840,444.25 4953791 Pages: 16 of 88 04/09/2024 12:35 PM R Fee:$0.00 Carly Koppel, Clark and Reoorder, Weld County , CO �� NUM kiiiiNlikiE11,01 M III II EXHIBIT o000tt4 Goodell Machinery & Construction, Inc. CR39 & CR72 Improvements Look Ahead Schedule 11 -Mar -24 Activity Crew Duration pays) Start Finish Week of 4 -Mar Week of 11 -Mar Week of 18 -Mar Week of 25 -Mar Week of 1 -Apr r� tll r0 l0 L N b DD ro � 1 1 N 1 m i 1 I ct . 1 L i Ln .- L OO . f 19 -Mar O N 1 (N I N N 1 LA Na t LO N 27 -Mar L iv I OO N 29 -Mar a Q c-1 L a Q N a Q (11 a Q d a Q L l Culvert #7 - RipRap Goodell 2.00 1 -Mar -24 4 -Mar -24 x x Culvert #3 - 18" RCP Goodell 2.00 11 -Mar -24 12 -Mar -24 x x Culvert #2 - 15" RCP Goodell 2.00 13 -Mar -24 14 -Mar -24 x x Culvert #5 - 15" RCP Goodell 2.00 15 -Mar -24 18 -Mar -24 x x Culvert #4 - 24" RCP RipRap Goodell 1.00 15 -Mar -24 15 -Mar -24 x Added 15" Culvert on CR72 Goodell 2.00 19 -Mar -24 20 -Mar -24 x x Irrigation Box Modifications - CR39 Goodell 2.00 21 Mar -24 22 Mar -24 x x x CR39 Widening - Roadway Goodell 15.00 25 -Mar -24 12 -Apr -24 x x x x x x x x x moo®. pm?i,a:LIw as IL- itD -sot is N Alr firs- N Nm ca � re 4 Rana ao u -a o -n • Q S m 09 mwe a °° 003 Q O 1c rr 0 :' O • C2 C.) • 0 NOTES: 1 P: EASE SEE GEOTECIirICA REPORT DATED APRII. 17, 7022, BY EARTI ENG VEERING CONSULTANTS (PROJECT # 1222012) rOR PAVEMENT DESCN AND GEOTECHNICA_ INFORMAT ON. AL_ LONGI IUDIVAL S'RIP NG LINES SHAL_ BE WAIERBORNE RANI ANJ A_L ARROWS, WORDING AND STOP BARS SHAL_ BE nRE=ORVED TI ERMOP_ASTIC. EO_LOW COOT STANDARD SPECIE CAT:DNS. 3. AI WORK WITHIN. WFI D COUNTY RIGHT OF WA" ON ROADWAYS MAINTA'N=D BY WELD COUN`v SHALL BE BJIL- ER THE WELD COUN-" ENGINEERING AND CONSTRJCT'ON CRITER A MANUAL AND TEE _VEST REVIS ON OF THE COI S ANDARD S' EC HCA HONS FOR ROAD AND BRIDGE CONSIRUCIION. TEE TESTING OF TEE WORK ON WELD COUNTY ROADWA"S SHALL BE PER TIC _A -ES- REVIS ON OF TI IE CDOT FIELD MATERIALS MANUAL 1. IT IS AN CIPATED AT TI -'S ' OF THE PROJECT WIl I BE COVPI =-FD IN A S.NGLE PHASE. 5. WHEN EMBANKMENT S PLACED VTO AN EX St NG SLOPE A 1' TO 2' KEv SHAL_ BE EXCAVA =D A THE BASE 01- -iL EXIS ' NG SLOPE.. CLASS 6 ROADRASF SHOULDER 4:1 MAX SLOPE A..42,2" I'BN (SX) CR• ADINC '`yi'PG 64 28(100) EXTENDED %OV'R ROTOMILLED STRIP 48" .`;',";:,INs!DE CR 39 WHIE STRIPE CLASS 6 AGGREGATE 3ASE 1=69 SU3—GRADE COMPACTED PLR SOILS Plc PORI MN "R" VA_UE or SUR—GRADE = 6' 1• CLASS 6 ROAD0ASL SIIOJLDLR NO LONGITUDINAL JOINTS SHALL BE N WHEEL PATHS OR UNDiR FINAL SIRIPNC VARIES 2" hBP ;SX) GRADING PG 64-28('00) 3" lea S GRADING PG 64-22(100) 6' CLASS 6 AGGREGATE BASE R 69 1' CLASS 6 ROADBASL S. IOULDER VARIES UNINCORPORATED WELD COUNTY_ COLORADO ROAD WIDENING WCR 72 TURN LAKE VARIES S.OPL VARIES R�I SLOPE VARIFjS� (flmpri-xingfiJ7.1TI�11} PIF iI)€IIfIIT, fgitg il-�t_—ll�fl�lfllarit �t _ —{n.T a i.: VARIES SEE P AN ROTOMLL EXISTING ROAD TO A 2' DEPTH. 48" INSIDE EXISTING *1ITE STRIPE (TYP) SAWCUT EXISTING EAST EDGE OF CR 39 CR 39 TYPICAL SECTION NT8 TURN LANE CR 72 TYPICAL SECTION WEST OF CR 39 ASPFAIIVARIES 2- H8' (Sx) GRADING at; 64 228(130) 3" H3P S GRADING PG 64-22(100) 6" CLASS 6 AGGREGATE BASE R-69 VARIES CR 72 TYPICAL SECTION EAST OF CR 39 VARIE 1° Cl ASS 6 ROADSASt SHOU: DFR SUB -GRADE COMPACTED PLR SOILS *PORI MIN "R" VALJL Oi SUR-CRADF = 61 1' CLASS 6 ROADBASL SHOU DFR SJB GRADE COMPACTED PER SOILS REPORT MW "R" VALJE OF SUB -GRADE • 61 1' CLASS 6 ROADBASF SHOULDER 4:1 MAX SLOP'. 4:• MAX SLOPE IMPACTED UTILITY AGENCIES. NORTH WELD WATER DISTRICT 32825 CR 39 PO BOX 58 LUCERNE. CO 80848 (9701 3563020 CENTURY LINK 3009 49TH AVENUE GREELEY. COLORADO (970) 572-8020 DCP MIDSTREAM 6900E LAYTON AVE. SUITE 900 DENVER. COLORADO 80237 (303) 5953331 XCEL ENERGY 1225 17TH STREET DENVER, COLORADO 80202 (800) 828.2121 ACCEPTED BY DEVELOPMENT REVIEW OCTOBER 31, 2023 INDEX C CN C1 C1.1 C2 C3 C4 05 C6 C7 C8 -C8. C9 -C9: 010 C11 C12 -C22 C23 -C30 C31 C32 C32. - C33 C34 C35 C36 -C37 C38 C39 C4O-C42 C43 -C44 C45 EXHIBIT ABBREVIATIONS ARV - AIR RELEASE VALVE BOP - BEGINNING OF PIPE BOW - BOTTOM OF WALL CB - CATCH BACK CL -CENTERLINE EL OR ELEV - ELEVATION EDP - END OF PIPE FOR - EDGE OF ROAD EX OR EXIST - EXISTING FES- FLARED END SECTION FG • FINISHED GRADE FL-FLOWLINE GB -GRADE BREAK MGL - HYDRAULIC GRADE LINE HOPE • HIGH DENSITY POLYETHYLENE PC - POINT OF CURVATURE PCR • POINT OF CURB RETURN PGL - PROFILE GRADE LINE PS - PUBLIC SERVICE PROP - PROPOSED PT • POINT OF TANGENCY RCP • REINFORCED CONCRETE PIPE ROW • RIGHT OF WAY STA • STATION STM • STORM TC • TOP OF CURB TOP • TOP OF PIPE Tow- TOP OF WALL WSE - WATER SURFACE ELEVATION WO • WATER QUALITY WOCV - WATER DUALITY CAPTURE VOLUME COVER SHEET NOTES OVERALL PLAN SURVEY CONTROL SHEET CR 39 ROW PLAN CR 72 ROW PLAN CR 39 DEMO PLAN CR 72 DEMO PLAN CR 39 HORIZON -A_ CONTROL PLAN CR 72 HORIZON -A_ CONTROL PLAN CR 39 ROAD PLAN AND PRO= ILE CR 72 ROAD PLAN AND PRO= ILE CR 39 SIGNACE AND STRIPING PLAN CR 72 SIGNACE AND STRIPING PLAN CR CR CR CR CR CR CR EROSION CONTROL DETAILS CULVERT PLAN AND PROFILES DRAINAGE PLAN ROADWAY AND STORM DETAILS SIGN DETAILS SUBSURFACE UT'L TY PLANS TRA: FIC CONTROL PLANS 39 ROAD SECTIONS 27 ROAD SECTIONS 39 CRADINC PLAN 72 CRADINC PLAN 39 & CR 72 INTERSECTION DETAIL 39 EROSION CONTROL PLAN 72 EROSION CONTROL PLAN W�II�h9iw�l� TifliniN Adria III 00 Aluno0 pTeM t AepJooe6 pue jJeT0 I secidoN ATJe0 00' 0$ :aad a W�d�S£ : ZI PZOZ/60/tt0 88 40 8T d T6L£66ti �o Z Q ErO U w Z z ..L O U U D • cc I"- J Cn z O O O / V JRL estate EJW 9/19/2023 NA CR 39 & CR 72 INTERSECTION GENERAL NOTES 5 pR�pCT lE An0 ^, s NS AFp� s1nvDARD M1S LURRENi Y_RSIW. wLL WDgN L BE 'x Aup. APPROVED By TIf OW M1Fq's REeRE5EATAnVE. .. ssE6lON A LL TIUEs WE (" SIGN[➢ COPY Or iNE LONRt AND ou� (I )CCOPYSOpLTHF sipvMwai_R MANAGFMFNS PIAN FOR 1HF PgOJECi. Tv Tc NORFv nlC DwNCR R[PRESENTATIVC Di ANY PRWLCM IN CONfDR.. ip iHF APPRDVfO PLnNSA fOgRAxv CELENEN� DF THE PgOPg5FD IMPROVEMENTS PRIOR IO ITS WNSTRUCROrv. CONSniVCnON OERRIS OR MVD TRACKED oNiO E ADWnvs s RFMDYf.0 14MFDIATF.LY 9v THE [OnslxuCn0N9V TIIs WORK sInLIL ND � [aPMp roR SCPARAi[LY, pUT sHnLL B[ LDNsm[R[0 sU0G0IARY O nIC wgaA. iNE u - n AND E ON1RF[Oq CSN HNEEP WO BiO.E.E pIC THE C tRAtipi ASHALL BE RESPONSIBIE FOR OBTAINING aN'r DhER acgEFM[NTspwHH PROPFfl'v pwuER5sAs pFEM � uECESSARY� 0E CEGJ� a610nLN FOR ALL PECM M sAFEIv Ix �1 lgExCH�NCR sHM.nG�IRnFTIC p sECugt*Y.A6REfER i0 OSHA PU.q•_C ilON G222W6.•E%CAVATIXJ ANO MENCRN4W' RD�ELT N5PED LONE-aMPTIDN NOTs a RACTOR I LL DE REsppuslSLE rcR MAINTAINING ADCDUATE DrsawgcE 0 ln[ .Icp slT[ Al ALL TIMES. ND - RAYMENT WILL RE MADEFOR DEwniEFING. D: CNES,E PIP q, oRANY DTHEFrTEMPORARY DRAINAGE MPURIENANCE N� spRY OR ORDERED 3Y 1HE OwN=_a REPRESEN TAnvET IU R ASON BLY GRAIN TnE .100 silE ixPOUCNULi CpusTRUCnON. sEaRATELv, BUT sHAL. ',:„°°=`,7,%`="4t. iD ME wcgN 51ADE GF c0.usrRUCTIDN. ws SHALL NDT BE Pup FG6 [ONS'RV N sANOagJ SPEC4 CAl'Ws FOR Rw0 nND BR DCE cn. N q. pnpu FxccPi w'IFgF N TED 0 nERW.5F a. TYPE oc COMPACTID.v :OR ABC ctwss 6 VALL BE - ac D.V FDR ROAOwnv fl/BANXMENT 1 THE REMAINDER DF iHF PR A sH 0 T q0. n{f TYPE 0- -Ws/NETHDp BASED ON LI.AssIFICAnDN DF IN -PLACE AND IMPORTED MA ERIA'./ sEcn0x o'3 OFRCcgi REONBDO( NOTE OIp " roNiNACT00. sH PgOIECT all. AGJ ROPERtY FgDN D GF INCLUDIN BUT NDT LINKED 10, pPrVfss FFu STAINING W IrRFf5, vFGfTATIDN.AA WgIF➢. IRRICAnON. AMALL DAMAGE CAUSED 0 THE CONTRACTOR HALL 9E RkPMNkp AI IHk LON IHACIOH s Sx Ex5E w'n 4a HOUgs Of u0 rlflCA IrON 6v lnk DwNEN. Y HE CUYTRACiOR 5H LL NOT ALL TOR SHALL gEPIACE DAMAGED vEGETnnON c0. iftEEs WITH IN —MIND vFDEtanOx DR TxEEs 4i THE CWWACTDItd EXPENSE�.AC CB. WHERE Pn �THE EgsnNC PnvEMENi snau BE REMD1'[D PER THE IVPICAL LRO55 nER METHW As nPPFDVED By ME ENG.N2R TO CPEArt n CLEAN nFnlC PAYMCNi ruR SAW cuiTln'C. 'RED TO rrIED AseFULi (slow ssnluc7 PRIDa TD PAvwc DPERAnpxs. n¢ RATE pr APPIIcanpv snnldF As pFTFRMixpn br THE Ex41NEER nT THr nor Dr APPucnnpN. C1 D.aNY LnvEx 01 AVEMENI 'Hat IS HAVk A du ClEOIM1C LAVLN PLACED TH[NbcN SHALL tl[ CD 0 FULL MUIH bE4 ORE H[ sULC[FD NG LAYEa S. PLACED uNLEss APPROVED DIHERW:sE er THE OWNER'S 0.EPRfEEN TAI ve�E L 1 Is R[OUIR[0 PRIOR TO nlE PLACEu[Ni M su05E0UENT LIFfs W HNA. CLG 4.Y0 PLA cf 'aLN ..qAi waL NDT B_ PUD row sEPnRArzLr, PJT sIA� eE lucwpf:D IN nIE Easi or n0. �INAwx f MORE n'AN 3 '"°"° NExr 10 RUVLm WAY WRNG uDT smM., cpxTncT nrE EACINE_a rpa cuRFlcnnW. bE scn.Eo "." ANY DRnwNG. 'r PERnxcNT DmENSIovs ARE SuaEO n.RU PnID rDR s[Pnan[rls GRUT sDNRILBE INCLVIDED INS iIR+LOSi bn{[ w0aN, MAaxING Cr sIGN5 W'LL NOT BE C VnRIAnDNs SHnL. BE sU0MIT1E0 TO THE ENGINEER °. "" PRIOR i0 CONSTRUC WOfORwnPPROVA �sOR REREC�iIOx�NY uN PgVING SHALL IN A6PHAL1ABC, EM nNXMENi NAIENIAI, I! NY CULVERT %i_us CHs, AND ANY1HINc ELsEU REDUIafD �O sn�ELY nCLGnM00ATE iEMPORAPY STFAFFlc As pIgECIEp eM 1NE ENGNEFA. uUilutt SERVILE.GU1ERA suME nL50 TO BE LOC RESPONSDL[ fD [s (INC nls) WI cH MAY - dHALL PROIELI A N� If DM1i uNING o MEUk MksI H�NOA G JIILi II[s ANU NNILA 'ION SHALL dE P,PrORMEC ACCORDING 0 1HE REOJIRENENis Or THESE AAOENCRSISi:N - DEA AN OC PA'm SIM nCIfO RV U UNr0a[s[CY 'MPncTEp UTNREs. n'C URL•ry WORN SHAL W W[LUD[D IN nlC cON1RACi0R's SCx[DULE A TRAEEI0 M. uurr eDARD DF 1 . CONlI2ACTOR SH PIGHT Of War PEPM? PRIOR TD uEUCENENi OF ANY CONs1RUL11DN DR ACRWTIES WI1HIxa THE cODUTY NOW. coxincT AMY MUTCHIE AI (s2OJ SD4-sps6 ENT. ]>64. ilFlEO FLAGGFRS WILL DE ALLOWED WHEN NECESSART FOR cDNSTRucnpN ouRING DAYLIGHT HOURS. 1 iI ME HOURS. PL u5 .WO 2 fT sIWLOF 0.5 MUSE W ,S u.R.I5HEG ID ACCDu4c0A'F ighiF'IC DUNINc A.'. N�cHI WATER sllA.t DE uSEO As A 0 _ R[WIRCO. ccan0us 'SN LOST FOR nIE OusT PAUTATIK W TOR sEPARAIRV,LOUT SISALL D[ IvnW[D I.v iNE LOST of UNCLASSIFIEp ExcAVnTION (CcuP^ETE CN PLACE)^D ei, DEP1H or MorsuRE- DrusTY cWmDL FDR rws PROJEcl sHAu eE as Fquows: a��E� of �I°,5 SAD FILLs_p6 FEET S. ENCAVA TION gEOJIPED e0R [OMPACTD.V OF ALL BnsEs cUls ANO TILL wILL BE ccrv5IDEAEO AS su05'"" lO THAT OPEgnnpN axD WILL Not 0E eAIO FDR $EP AR ATELY. aNll ,, Pws sPECIi'cAnONs 203D) ensEn W 4ASAFICAr'.Ox) ORY DENS Tv,VI.v �CLOROhNCE wAlHR 5EcnOH ZD3DTT Or inE CdA i ( D x'0 T ISO) DRY Dn us Tv A L RE cOUPACTEp TO T BO b -HF x 4 RELAnnF L nv swoLL BE cuss s ('ABLE ADl-2 a CURRENT C001 6taupaRO sPFGFlcanWs)HCDMPACTEDv1D 9 0 i-t , E6. GPTH EN NG CONs11LTANTs. INC. (PHONE M9i0-5.45-]ROB) PRpvbED TH EDIECHNICAL REPORT "°PAKMF.Ni DIESIpN FOP lHE PPDJECT, (PRpJFLT r1222o'2J, DATED APRL T2, Ppz]F c NRO A.I. YLH CLITAI ANOTG. OUAUFIED alc[DCISI SHALL IOus wFFgN ANo WI 'H dERWAF5HLD RIIM YeN01N 1, PL v IERING IH OBSEN cpxlu AND NEaa IH v RENOVfO PRIOR ID s MEEDs koB ✓.oRF D'flnn 1➢ ERCENT Sw.LL NOT DE Us:D ns ipesGl MWIfICD OR iHC PROL[CT IN c bufrCP ZON[sI ANODs[ASDNRnL lacsni�cnolvs rW LOLORA00 RAPTORS TGUID nND/OR ncTlvinCs sIIALL DE COMPLETED BE Ds DEGIN r0 NCS1 DR OCLUR BEtWF.EN AP NO AUW6THSI� HOWEVER, s - ABNESnNC BIRO SIRKY SHALL BE CONDUCTED 3v A 3IOLOGISL BEFORE ANv iREEEiNIMUNGADRTRFMOVAI ACGY•nE5 OEGIN. IS OR AFTER LEss <RIDa iD nPgLL 1. 0 iA - MNG�INN vLLEOE (6) EIN PC TO MAINTAIN KG cpNSTqucnpx�au Inl T [1CPW RECUMM[ND[D I cf WAY ON NOAOWAVs MAIxiAINED 0Y WE wERCDOT s'ANOANO sPELIFILAlIONs hOR RpAD ANU dNIDUE Lcrvs lulc lloN. dulH! ON DFWELO [Dux IY NOAOWAYs SHALL BE PER -THE UTE51 REVISION Df INk WOI FILLO MAIERInLs MnNVnL. 2.ALL WORN MIHrN WELV rouv1Y RICH OF WAY DN ROADWAYS NDT MAINTAINS° By WELD COUNTY SHALL BE lEsIED PEN IX¢ u'Es' NEMs'Ou of THE CD01 FRED MAIERuIs MANUAL REVISION OF 9EOibN 614 TMFFK: CONTROL OEVICFb (DROUNpsbN PDSTsT 6YdsECTION 614.0216 HEREBY REVIsm TO INCLVOETHE FDLLDWR60: SILEL SOUARt IUeE IVPE PkufOgA ILO scx Pas is nND gNCHWs SHALL MEET ...LEO H[ fOLLDW Nc: —Z%'x R%'sOUagk PD515, t2 —GAUD., AS IM UEsrcun110u ASTO, GMapE 50, pNILLFO WITX z/t s' DIAMETER HWS pN ''CENrtg5. ANGrORs -2%'% 2%"% ]0"TALL sOVARE IYBE„'2-CAJCE, ASIM O[sIGNAnON AS>0. GRAD[ SO, GRILLED N1lH T/I6'DIAMETFR .+DLES O.0 I CENTERS. HARDWARE iD TRMfiC SIGNS tp POST sn.LLL sE 5/i6-pR !/B'cnP&qcE BWIS WIN R'FENDFR HERS LO AVERS AND 6/16'00. 3/d'Nui6. RIVETS SHALL NOi BE ALLDwEO IN NE ASSFMBLT Of ANY PDq IIDN DF SIGN CONSIgUCIIW. cDAYING - ANCHON5 5 WIVANrzEv ID M DFS10NA'ION A s sT PUC1URALAOUA IIOY, sGRAOE 50, CLAss � EL SHALL ALSO AdE WAILU WI IH A CHFOUAIE CUNVENSON LOA SING ANp. A CLEAR OHGArvIC POLYMER' TOPc0A1. s. nLL sIUP smx Posls (RLGngol6ss ar '-ez oN7 nN wkq smN Pons SHALL BE EDUIPPEo Wm RErtscnvE MAebucs.Ox ALL FOUR (4) spss OF THE PDsis. FRUCTUgf s LL EN WI1N 'MME IFTTFRING AND SxgLL OF AiiACHF.p i0 1HE siRVCNR'c WLV:R15 5::-A_. BE .L1... WTH TYPE a DELINEAi0gs. 6uBsmnDN 6f4.D6IS HEREBY REvbm TD B.LVOETHE FOLLOWIND: F OWILEO IWHH AP 4F'DIAMETDFft NOL F� Oq ANOO�NFTER PECF DF PvcpwPE Mav BF P�CED MAD THE c0ucRrrF o0. ASPHALT Nu DEP1H nNO Fl usH WITH THE SURFACE. ETEEL SOUAAE NBEIYPE PERfOftaiEO SICNPOdTs LNLL 0E MEnsIIpED BT pfE LEvcTH IA' LIxEAR FEET Dr POST IxsrAllrp. INCLUDED NASHEFCOs1H0F ME POST. TYPE SIGNPOSTS WILL Npl BE MEAsuNED SEPARATELY AND SHALL BE iH_ CEFIEcnvE E POST E 5!GN PMR WLL NDT BE MEw5uRFD 53ARAn1Y ANO SHALL BE INCWOEO Ix Ix� P�oLTs o0. CogxER BWTs WLL NDT BE MusugFD SEPARATELY ANp sNAI. OE INcwpsO N THE cosi o: [WIVp [NT REDU RFD TO MOUNT slGx i0 BRIDL_s SHALL xDT e[ PArD FDR sEPARATCEr DUT s,l n_L D. I FD IN iNE COST OF ME WORN. 9VBsmTIDN fild.fd I6 HEREev REVIs6D TD INCLVOE THEPOLLDWIND: ION 614 TFAFFIC CONTROL DEVICES (GROUND SIGN PO6ieT Pp5T (2 1/4 IvcH %2. 1/4 IN F EWARE POsi) N FODi DRT (3 t/q INCH Ne-<0)C(POfiT) LI s.Gu suPPDRT (z 1/z ING+ w—ep (stmBASE) EACH II It II TAILIVAIMPIw4t riIT i rm'III 00 ' A,uno0 pTmM 'Jap-looay Pug AJgTO IeoddoN ANTJv, 00'0$:.*J 0 Wd S£:Z1 bZ0Z/60/b0 99 40 6i :s'0'd L6L£G6t' WELD COUNTYROAD 72 EJW 8/18/2073 1'-1`60• C1 00 ' A,uno0 pteM .4ep.looea pue mJeTO 'seddoN AT.1tt0 00'0$:.ad a Wd li£,ZT PZOZ/60/b0 98 $. 0Z :ss6.d $6L£96b OWNER OMAHA TRACK Axount 83970606 Percale OB( Address 16739 COUNTY ROAD SLbdNiaion KERB SUB BNC eec6on= 6 TowneNp: BN Renw,.,.,,.. - NOW 7 OWNER: J AND C INVESTMENB LLC I¢ias �caEs Account fl7535998 Percek 060306000033 SECTION CORNER Addreee: 18847 COUNTY ROAD 72 EATON TOWNSHIP fi NORTH 9ubdVielon: RANGE 85 WEST 6ec8om 6 Townatdp 6N Rage 65W N: 14um. um. ao0P05[O 9ECnbN LINE Nae�110 W 264a.IT (BASIS OF BFARINCS) VAPF � 0 _Th - RiG :6� D 970°._.0. mO.IY Po YIr9 �J ao W WELD C'11;4/';';ROAD72 aow CR 39 & CR 72 INTERSECTION E p°4a s��—�oRNERusE ¶oN 5� AR�R ,SURVEY CONTROL DIAGRAM TOWNSHIP 6 NORTH ER: TANAGFA INVE6TMENTS LLC RANGE 65 WEST 2425J25.JJ wceount 86922595 Parwk 060305300047 OWNER: MARTIN MICHAEL+ JANE 4J]64.55 Addreea: 352 COUNTY ROAD 39 WELD Account fl7535798 ipt, 060;10 8 00 0 031 OWNER OMAHA TiACK INC Addreea: 35347 COUNtt ROAD 39 WB.D —� � � � 6ec6an 5 Townelip 6N R'. Accounh R2700I04 Pareek 080306400039 Adtlreaa 400 HAFSH RD EATON 5ubtlivlebn 6aclbn= 6 TOWnahip: 6N Re1ge: BSW Sectbn a Township BN flange: BBW YY 611 ;YI%mnNG �� RIGHT-OF-WAY OPOPFD 2852.82 SECTION 6 C0NN YPRDAD °a P ALIGNMENT ` � TOWNSHIP 6 NORTH S Gn5'5D L P555!• FdGE 65 WEST Q owr�R=TpNpDelwvEsrMarrsuc � Accourlh Rfi922698 Percale 080305300045 Address 35190 COUNTY ROAD 39 WELD 6ubdivl9lon 6eetien 5 Township BN Rage: 85W PROPOSED 0.R.I 0 0°20,0 4 Owner- OUW M LLC Aeeoln4 87488596 Percale 080307gD013 Addreer 34625 COUNtt ROAD 39 WELD a.D.w.� BubtllVlelon: vAR1Ee 6ec8onl 7 Township: 6N Range: BSW SECTION 7 TOWNSHIP 6 NORTH RANGE 65 WEST 600 Account 811848 Address 19031 3adbrn 5 To 85W SECTION 5 TOWNSHIP 6 NORTH RANGE 65 WEST 08030500043 3 )AD 72 WELD OWNER JOHNSON flOeEFTT+ALLl5ON Acwutt 86944181 Parwk 060305300002 RGHT 0� WAY SECnON NNE PROPOSED OUN IY RDAO 30 I NIGNNENT �. SEOIIDN �I: E%isnwD Rldlrt-Dr-war ss I g' !N. ,4zlszs.:4 /L 314)191 99 BO 059 S sEcnDN uryg 60;0' E>crnNG R 1-o�-wnr Owner JAN66EN FARMS LLC Aecaunt 81245668 Percale 080008000005 Adtlraes: 34770 COUNTY ROAD 39 WELD 6ubdivlabn+ Baellon8 Tawnehip: BN Range: B5W SECTION 8 TOWNSHIP 6 NORTH RANGE 65 WEST SF-WAY/EA6EMENf D6�1ff10NB PfiOVmE,D BY MAJE6TIC BURVEYINO 1111 OIAMOk6] VALLEY ORNE, SURE 104 WPASOR COLORA00 80550 PROJECT BENCHMARK= ON61TE fiENCt1MAAK eTAKE, NIXOFi OF COUNTY ROAD J2 ANO WELT OF COUNTYROAD 39 ON 000001E PROPERTY N609 MARICHi- N 142330e2, E: 324]OSta HV 4e04A:A 0:65W III III 00 ' A;uno0 pTeM 'Jep.tooea pus >IJeT5 'ceddWW RTJe0 00'0$Isad a Wd 9£:ZZ VZO4!6011►0 98 TZ :sebed T6L£56b JRL EJW 9/1872023 61.1 CR 39 & CI? 72 INTERSECTION CR 39 Right -Of Way Exhibit COUNTY . . leo ROAD 72 HuhE c%S�IIVG RIGHT fY Su' IR.G RW2—__ RW1 RiG.Vi OF WAY COUNTY ROAD 39 I Owron UpW M LLC Acmwlt :7986988 PerceF 0B0307D00O Atldrom: 3%25 COUNTY RDAD 3B WELD I 6ubN4sbn: RIGHT DE WAv Saclb11:7 TowneNp' BN flarXle: BSW / P90POSEll NIGH 1 -01 -WAY LINt VARIES Q WhV RLHi OE WAY �(dY SfPARAtE OOCUMEh I) VARIES RWn ___________r____ Rte___ ___—__� - RW3 �_ �__--_ xcRc rc..ru I I j rr I o OWT83t J ANID O PNE8TN ro LLC :7535[188 Porcal 0803080(10033 Atldren: 1884] COUNTY :DAD 72 11 TON on a TownsNp: BRanpe: SSW ...owe T=N EXISTING. E[NCC 20' R1q PROPOSED RUW __ NWB �— — .' �� a -9s «. __' ' .,—e:._ : ..r—: __ » —.: W� - w.- I.„„LINE RIGIIT OF WA 0 MNE q Iq P SEC •ION JNE 1 �CXISTING RIGHT Or ' LNC COUNTY ROAD 39 u 6 L LAVER TO EXISTING I i RANGE 65 WE50RTH, W LENGTH RW' 5A0 pPLSPOA 569' ^7'..,N. NT 921620.51 E: 324]J62.a9 TNT PON N 1=.1% : ]JS'..O9 I Owner: JANBSEN FARN16 LLC 1�fX ST NG RICH' Ok I WAY ,InE-11 RW2 635:65 NG2')' JO"W N: '421626.96 E: 324]]5].09 N: Int:0 E: 124]]39.6] Arra,nL:1245688 P4rce4 000.' 0000005 Atltlreee� 647]0 C�O�bR0A0 38 WELD I I i OWNBi: KWO CF1Po6 RW3 2'1.49 NOS' 01' 43'W N: '42Z063.J6 F: 3)4]]3 0 F: 14322]9.90 3)4])29.50 1 6ecton 6 TOWNNp 8N Ra1ge: BSW Nil I ' � A... fl1169888 PereeI:0B0,'O5300043 , Addreee: 19031 COUNTY ROAD J2 WRD RWs 10.00 N09' 50' 2TW N: T,,, 6.96 E ]24]]2650 N: 1+T1T>5.01 E. }3<J]18.50 C BeMipn5 TowrohiFi BNfl BSW R GINi-Of-WAY $ Nth RWS 659.56 NOc' 45' :p'W N: •4322]5.01 E: 324]]10.10 N: 1422934.51 E: 3T4'.J0 A _ E IABL; LINEN SIAM' vOlnl PGIM1I 1 RW6 56.79 N39 }4''7`W N: '4229.3451 C: 3NJJ09.0} N 1422960.6fi C: 326)6)6.03 lLYO1H RW26 8]:93 ONEL'ION 559' 39' 25'W N: 14230062] '. 3J .]6X0.5] Ln0 h 1;2296'.65 tn. I I RWJ 56.3] .2...' E: ]24'.Jt V E: Inn n} tq RW2/ 2.68 561'20' 1c"W N: 1423022.59 3246031.62 N 06.U] E. J ]690.5] II Rwa ms.pg SpD' 25' I;"[ N: '423U61 ]D C: 324))30.45 u: TAN E: 326)]33.4] . I / _ owNen oN1ARn TRncK uac I � I ,Acmunh fl2700D4 Pucak 080308900D38 Add aee 400 HAK9 RD TON —"1"A':,?,. 9rtx8'Tbbl1: a bD 120 ,..-===.- beea 34825 COUNTY ROAD 39 WELD I 6166'2bb1r See. 7 Township BN Rage: 65W J µW1 _ P IY ; lieotlen OWNEW J A3A C INMEBiMEMB I I r AcaTwt w6393B8 Parcel: 0803D800003R COUNTY ROAD 39 Adtlraea 1847 COUNTY ROAD 72 EATON 9uhalN e 9 I PROPOs[U GRA NAGC CASEMCNT SeeBon 6 Tpwlwhp: fiN Relge: 85W (RY SEPARATE DOFI,MENT) /� EXISTING FFNLF PRp605C0 R101T-OF-WAY LINE 20' (! SCPARA'C DOLJMCNT) EM61 EM62 EM63 3• ' q� PNUPUSfU XOVV I RW9 ___ — cX SIINU I RWIO EM66 RMT B TowneNP 60 EXI' RICHi'0F OFWAY BN R :... 1,5 0. OWNER MAR. MICHAEL + JANE AccaW: 87535798 Pveet 080306000031 Address 65647 COUNiI' ROAD 38 WELO fUbd'ablort 6eclblr 6 Tow U eN flen0e: BSN WAY XIS NG RGHT Ok WA NE ��SELTION \ COUNTYROAD 39 Ownen JANfsgEN FAflMe LLC AcmunT:fl1245fi88 Perceb080308000005 a4,3� I LINE / SOLTHFART CORNER FLTON 1 CM]<-EM69 E%IS� pN 6. N EXISTNG FENCE fM/1 '{I� 2 XIs31NG RIGHT OE WAV ,INS RIGIIT1pFvw OWR6R TANAC� I7 FS6 ME4 S LLC �RUGEH65 WESTRiH sI LEM;9N72 OWNERR89226 9 N.., 080MSLLC AY A,Icount:6922598Pveek 080308300047 Account fl69226WB Perceb 080305300048 Atltlrese: 35182 COUNTY ROAD 39 WELD RIGHT tlF CAR CIOCEDS(BYNAOE Adtl351BO��UIN nOAD 3B WELD / Beo1,E, 5TowreNs6N R WAV LNk .1 ::,,g'F npc,MEUT) p en9e'85W 6ec8arr' 5 Tpwnehip:8N:e1ge: BSW Address: 34770 CWNIY ROAD 6B WAD Su11dNI91011: i 888,,,8,8,8=t: ecibry 8 iowlwhip BN Renge: 85W N1l Imo' OWTER KING CHflB Account RI189�8 COUNTY R AD 72 WELD AtlSees 1BIXi1 COUNTY ROAD 72 WELD Sns ENI L1vCE AOLf 11AEtMAf9. T LE RIGHT -pr -WAY LINE BLE LINEN DIRECTON START POP, ENO POINT 0 � BWdNbblp ./ LIhE N Section+5 TowreNp BN Renpe: eSW � EM6' .,,.a l D•RECTION +0.00 3<' 43'W SH9 START PONY N: 1423683.62 E: 31<TJ18.5J .1 POINT .. i<23663.50 E: 124]]09.5] L. N EM60 AM. OIREL1. 16.34 NOD' 25' ']'W STAR- POI M1T N 1423648.23 E 314]008.85 END POINT : 423662.5] E' 31<J609.)3 LENGTH RW] 58.3] N22' 49' - N: 142}104.02 t: 3247/10.81 N: •423 ...!, E: 12a]733.<S CM62 00.00 N00' TS' 1TW 1423661.54 F. 32^)]09.5) N: 1<23]63.54 F: 124]706.99 CM69 27.00 N69' 34' 4J'E 14^'E073 E. }2 809.23 n: 1623662.]] F: 324763fi.73 RW8 405.09 500' 25' 17'= 'V 1%1'1.20 C: }24)]]0.45 N: 1423156.62 E: 124]]3}.<3 � I 1 6M6J 6)1 N69 34 43'E 2.]]6.3.54 E 32/J>OB 96 N: 1<23)356 E }29]]1},69 EM70 40.OD 500' 25' tJE N' 14236fi2.JJ E 534]836.]3 h: 1423622.]) E' 32<Je3)02 RW9 1R.. "....t 'E. 1423563.63 4/l20 S k: '423563]0 J 41750.45 B' M64 34.05 sOB' 19 53'F E 133]6 B ] 1423 19 I 3 EMi1 7:]0 509 34' 43`W N, 'A..,21'.; E N 142,fi22 J2 E' RWID 200.00 600' 25' =MI, 235 .63 1) ) 0.46 I fM65 O.T1 557' 01• ZO'f 2, C 2 JIB 61 VI 2 9 49 r, 329]]9.23 EM/2 16.6/ 532' 59' 11'E C: 1423646 26 ]24/616.BA 1a2]6T932 N 22 71 C 32<)62932 RW11 30.. N09' 3'' b1 E N / 3.5 E 326]].8.98 3] 3.05 E. 234. ]48.98 COUNTY ROAD 72 FMfi6 45.09 500' 25' 12'f 1423729.50 E: y1 / 92 .V I<2]/6912 E: 524 : ] FM)3 6.99 N69' SS' 4SE t 129] 12} / 0 .BS n 46.626 t: 1[</616. < RW26 02.93 559' 39' 25"W N 143JOO& E: 124]690.5] N: :922961.65 E: 1)4]614.66 EMb) 23.fi6 NGO' 25' 1]'W 4'15622.57 : j3<J81 p.02 <236a6.23 E: 3247609.85 EM]4 19.30 569' 34' 41'W NI 1493622/1 L }) 7829.]3 M1: 1423622.>7 E: 124]610.02 RW2' 142.06 861' 20' 10"W N: 14 3LT E 3248031.03 N: 1423006.0) E: 129]090.5] II 11 MO #M�it �I N' � 00 3 A}uno0 PTaM IJspJoos8 pus ,J®T0 ,s®ddoN AT,00 gee le EZ :s:bQd zi �z s £9sti' .ATL EJW 9/18/2023 O2 CR 39 & CR 72 INTERSECTION CR 72 Right -Of -Way Exhibit 41 1 I I I OWNH# 4D HO ONKi5 LC 0 BO A...,=,12=4,:.— jjj o f OMAHA TRACK . Aecounl, R7B70706 Pereek OB000690p01 I I reu: � ud R1B]OBD6 PercBk 08030890p0e AdrYaec IB745 COUNTY ROAD 72 EATON 61 1 6,btlNlelolr A tees 10738 e. INAD 72 EATOIkII' 6ubMhbn KEAR 6UB BNDNE L1 \ '( 6ectlOn 6 TowmNp: 6N flerge: 85W _ � I 1 Section 6 TowllMlp BN gags 65W Bubdrv®bry KERB 6UB BNDME L2 6aclbn, 6 Towmhp, BN Reryp 65W \ M I u• oWNEq: J AND C INVEBTMENI6 LLC OPOSy� DNAINAGE ArcoMlb fl]5359BB Porte! 086308009033 tot d PROPO6COOORAIhncE Addroee�IRB4J COUNTY ROAD J2 EATON \\ \ EASEMEpAi Br EPA E 6NbtlNYbM °° MEN'/ \ COUNTY ROAD 72 \ DD ENT; 6ectlan a Taw Wp BN Rugs 65WaD IBY SEPARI:iE-_- \ i x16TIN6 R6N1 DF WAT IIhE _� RID�rl5'Ih� �M:i2 T EMJ3 rM36 (ie C Y AT `.-M31 _ EM'] _ - J. _ _ - 44 __ ---1"__ D2BO EM59 O -- kM'0 N<8 ---- `� ~rl - ..,. „,w 61� __ _ _ I- _• -.- _ -- --- - FN58 cM44 _ -_ EN42 -1I-.•! w•m -- -m m_ - - - - — — — taw-_--_ P ,7a0 EOCE '-�--� _ --- � Or PAVEMENT RZI — I $ Y ASEMEN JNE ASLE LINE `N6EMCNt Fla PROP ROW LINE IBY SEPnRATE �------_- OOCDNk'J '.V, EO ROW J y LEN., EMJt 36.]6 ORCCRON 65J' 23' 98'E ,ART POI, N: '423469.95 E: 3245964.96 ChD POINT N: 14211192, E. 32<5992.08 LINE Y .CNGTI DIREDTDN START POIVT CVO POINT N: Ic23136.21 I VARIF EM12 329)3 NBB' 31' a. N: 42316142 E: 3246T96.fi0 F: 326596n.9B EM61 89fi6 N0B' J1' 08'W t A23131.66 n: 142!1'5./2 r I<2l15l.66 _ nE 0.6.F -DPSTART I eMl3 198.2/ $B6' }I' Od'E N. 423161,42 3246294.60 N' 1nJ315695 3f1 E: S2<6192fi0 rN68 906 ,9 1O 2019 F F: 3,46592.43 h 1423156.30 s; ,129659<,)I N' 1<.31]6.,1 TINE I I OE ORFCTION 1 PO .N• i ENO PON CN38 99.66 588' }� SS; E� Al=.80 E. SXG592.n3 EILSD _ 20.19 506' 29 10'E E: 3366692.00 E. 3218495.08 RW19 10.00 N01' 26 50'C N 9.0) L 32 599],Tn N: 62/089.0] C: /265990.00 kNll T9260 686' JI' 09'C N 42]15/.]2 : ]29659243 N', 142/146.15 C: ]2<6BB5.1] EMS' 188.2) NBB' !1' 08"W h 142'136.24 F: .i,4fin95Oq N: },n31<1.]fi : . 6296.80 RWJO 33J..SG NBB' !1' 10W . 3246.fJ�.49 14230]9.0] E. !lnS99 /.l9 EM40 /000 O' 20' 52W 24 B �1! E. ! nb' B9 B6 kM59 20.19 NOfi 28 5fi'W E' 324G29fi 00 E lT1423161.nJ0 6fiT9c,6. RW21 )30.95 N. 33' 36w E 3/4/06402 E326fi]35.19 M42 T90.00 NBB' 31' OBW E 2 2616 3246884,61 N. 11= C. EMC° 396.10 SBB' !1' O8"! E 69 2 324599E 0 N 1423161.'6 /246296,86 c Dc' 7 PRc=D9EJ Rmv I 9v SEPARATE JCCDMENt} oWNEq: J AND C 8iJ[�'IMB1T6 LLC I 118fi AcceuM 87635888 Pernik 0803J80[gW3 I6 1 I OWNER IUNO CHRIS AeeanN 8864686 RY FI OB030S9 Address bYJ31 C ROAD ]2 W OWIIFA TAWIOFA INVEBiMEN1H LLC AGtem7 1864] COUNTY ROAD BubSNWoR, 6ect., a TowlwNp eN flange: I yL -Tg _ __ t 1i M42 72 FATON •=6u k',,,,c C 1tNCk 83N PNUYtisw HUW 60.09' � k%•' STOP CEMO cr•T nF War qF FxIsiINO R I CTE TO fFNCrI,. Q1 FENCE »ERf _ �. ' pEM_ COUNTY ROAD 72 GTND •EI.CE TO '� - aEMMn 6ee1bR 5TowmNlp: 6N Rerga, 65W AceOunt: R682288B Percek 08030'900048 Addrem 05190 COUNTY ROAD 3g WELD III SECiIDNA$T cORNFR 9actlan SToWmhb BN pangs fi5W TOWN5411P 6 NORT1., pnNGE 65 WEST - !%301NO t _ RION GF wAY `%TN R T kNE N F F%ISTNO --_ DC.. —„.0 FENC[ - - -- --- , h1m P OOEEO R W _ VARIES RW22 »- W23- >0 00 W26 _ _ P H EO I PROPOSF9 RDW TRY r,,'S F Tor,,'SF OrOPAVCMCNT 1 _ RW25 ___ _ _ -\ N'44 POS F0 F-" OF PAV R ryG T . „ IING PRA'EC ulk I OF WAT Es: OCUM MI) '', DF WAY IVE LL," LYE POUT ,OIVT NCH-OF-WAV ,INC TAB.E LNE 1 O1AN MLIC -,,,INC R!ONI Of WAv LIRE N _Eh. RWfi 56.)4 DREG',,,,, N]5' Jn' 9]"W START 14229l6.ct E. D=09 ]09.03 }n2310 .VO N: 1 <22980.66 C: 324]6]6.82 d RWI] .LNGTI DIRECTION 15:00 N01' 2B' 50'f STA,ROI, 44YO64 4! 32 END POI,,' V_' 1423026.48 !2<>066.82 Acwult 87468508 Pvicek 0803079009 I El= Adtrees 3162,5 COUNTY ROAD 3B WELD 1 c�7 Owrer: JANB6EN FAN.4l LLC I Q Axalnt 81245886 Percei� OBO�B000005 RW) Sfi'> NL2 60 23 B2 E Amt,v N <2J158.61 k'. 326//3!.63 RWI3 f0).)fi NBB' ]1' 4 00 21 F 3J ]2. E 14`301 <9 ]069.43 Sec80n 7 T9wneNp BN Rerge DM I TO=PROPOSED ROW L� Add'em: 34770 COUNN ROAD 39 WELD bLbdNebn I RWB 405 O9 900 J� VS C' 324))30.65 1<2s1'e.02 C, 3T4))33A3 RWY4 15.00 NOt' 26' 50 E N s93 E. -024)1]'. ] n130oB 7t 26]1 J1,tfi R,E$ I � Seetl9n BTowluNp: eN Rvge185W RW25 595.22 NBB' J1' 10"W N: =IT F: D AJ6J6,BJ N: 1922993.)1 f: 3)<]1 )1.T> I 0 'W. 82.93 S. 39' 25'W N: 1421006.0] E: 326]890.5) 14,.961.65 E: /26]614.68 I RWn 142.86 96•' m' ID E' i4.,,INV a isne 0 I COUNTY ROAD 39 III °; i 11,1iltI4i'ZIN,Wli1+HIlreir1illtiriai IIIi 00 ' ,(iun00 pTeM 1A®p.aoney pure HaeT9 IzoddoN ATl*9 00e0$,aid N Wd gi£lZt VZOZ/60/b0 98 40 £Z .0.6'd T6L£66b EJW C3 DEGIN 2F�WIRUA f9MI?i /' OSTA .92 / OX P�ONO S R // L ROCW OVAL OF 6u E IT,FWAY CR 39 & CR 72 INTERSECTION CR 39 DEMO PLAN COUNTY ROAD 39 PROP ROW RELOCATE E% PIIONC PEO (SEE 6HFFT CB FOq PROP LOCATION) COMO E% NL BOM Is'URQ u� PS Nol JIS IURtl PS POLED P IF YELEtF LOWrzSTRIP_5 2BZ5 EEPFPOTONILL PRaaosfo I Row DEMO Ez CMP INCL CO ZE HEADWALLS — I UNKNOWN i 7I I COUNTY ROAD 39 x=_cove ANn REINSTALL II0 �I1CxFCNCE AT PNOPOStD NOW LIN; PROP ROW RELOCAN5 i--- RUH� 2Sz6 LF 2FT W. 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(9E£ SHEET O]]) � 1"-40• 4 II II PIN', PO IIIi 03 ' ATuno3 pTeM aepaooea pue ,JeT3 'swede,' AT.1e, 00' 0$: med H Wd SE:ET KOZ/60/170 88 30 9Z :s.6ed t6L£G6ti JRL EJW 9/19/2023 66 CR 39 & CR 72 INTERSECTION ECOH of asap .If L° CR 72 HORIZONTAL CONTROL PLAN -s " 50,,61 1-4- 14261196.)0 ° B'5 STAR' TE 2a 96.33 N: 42622) 56 22, E: 3 n 9.. I f*PE gCVE DRIVEWAY . 0E- 12;21r C20 503.69 15486.00 1.85 E- 3246J9a.29 E: 324629L42 'i • COUNTY ROAD 72 D/ LNE p LEN R 0 20 YT C21 29.58 aB 00 99)3 353 5 5.)5 E 2 5 8.39 I I 3 of °ss`Ay 40 MPH POSTED SPEED LIMIT "4 TWA C2z 2.6 66 ... z3zl6o zl 32 86)9.0 s J.3) < OFFSET 0.3] L PAVE DRIVEWAY TO 1 55 368 }2 NBJ E, 02 '.4,11173241 [X ROAI '%191INO ULVERI !0 L0 E0 (FROTEC* N�rLACC) 156 1120.3 NU1 2^ tl W n96'811, ; 2 6.0] EN'1,29 ttl T. .HT-DF Wnv BARRICADE2\ Rttn n R5 <�� 0 A � CXISTING RIGFIT OF TRACx WAY PHUPC`SEU ROW LS) )952 ND6 IJ 312 '} 922 2 32x5 1 2llt/r� 34033] µ�:rU i�r... 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H.W EINET--- IRRIGATION '..', i 6 ,V!'— POND .:,,':':"FL,:;',. .9" FR.F -^o FRLINE of RonD _ _ W 5 =1 I E T AN E -1 PAVE R,,V TD GODOELL EA51 + 11 INF EDGN R AD BE TA T Pq G�UScD CULVLRI FU- RI T- -WAY TRANCE �C sHEET CS6J — - ! { (HOUSE) <g H POST ROAD 12' =�6.,p 40 MPH POSTED SPEED LIMIT ExsnNC RlmlwoYl �� . d PNGM La/ S/BI phi 5 W 89 I Bfi N 14230223) E3z4)6s9 aB FNO N 1423022DA 3z4)fio1 s6 s,_,_ . nl, L. 240311 N09 ) W E ) J . 3 329 1 0 6 193 51 03 � E � L01 23996 NBJ 1 W 3 E 329 36 2221g .d5 i2 CB ] 9, es N 1 0 E ;';2,44E 142]068 O6 f. 3295)9, 29 _�_— Ls _�. .717---_,,L.--- F -- -- "' 53 '3/BB N65'9 O6W 423oe6 J3 [ 3246933.84 N. 1<23U96>B G 3246)96 J] - 1 F A �- -. _ �� --� -� - EXIST NG RGH -- RVE TABLE Wnv- / -"�,, J J PROP cEUFEROAp 1 191 Cutre q Lengl5 CIJ 43..96 Ro! 65,2 I STAR POINT 3]e E: 322360 4 CND P01NT E 32411.03 _ - - I 1 -1 _ - LIB 402.53 84... 3.56 N: 1a222.9n E: 324]5)5.9) N. 142302) ]9 C: )24)1]3.64 DELTA L COUNTY ROAD 39 TV,,,P1. R.AD I r rABLE IINC / LF"GTN START a01NT Eno POlnl ABLE z ' I I I COUNTY ROAD 72 Lal 8xo .IRr cT OY r 69. 5] 49.18'' N. 142306809 E 32x)961 OD n 423060.13 E 24)93040 Cu p CT L gtB Ro B4 4. 63 'ART PO N' 192296242 1. 32x1/4 FND PWni v,: 3,2302096 z4]663.e6 TI UI u n 'ROP. EDGE JF. ROAD lz ='''''`'''.'" .. 40 MPH POSTED SPEED LIMIT L43 41 04 n01 9] n z5 E F' ;',,,I6i'as c` 3n eo n s5) ° _ . c3 ze.S, 186 0 J.1 . 1423D2.96 � }2 Jsa3 Ba N a,, -,'M n f� x4]689 3s I-1 f OF OROADN � m rAVE .oFv w r T. i RGHT W Y 6 5 35.5 F 6 raw L45 x968. 506' 5 55 C 1923c] '' 32x006468 � I C 329609952 L4 129.19 59 0 8 L 2 3 4!699.,6 « IwX / I a - 191x' 0 C TR BITO L4¢ aA20 6]6' -1fi2W 'E''3923091 G1 E 2n001)}6 'E' 1423031 3G 12�J9J5 n0 CS B4.). 600 )136 F 34 9 6.1=2, ./ R4 —_ �' -__ - - L 2 - (6. : - 19j 2 1 E > CR VEL L. BJ.81 58' 0 S1.86'W N 14230233] C. 324]659 ]6 n 2209 E 324]601 56 C6 24 5] 19 ]It E ]2 Z 5] 1`;',3'N22, � 32 __ T —I. ��-- � CJ 245] 19 >11 N' 1 2 '' 3 36 2 2 s - - C _ _ __ �.. '. 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OFF ET B.DO R SI FYI' Y EX POLE aTA �,' a',p ' f�. I I ' sTOP SIGN IHAINSI IICN TAPER � � P ftOPp6L0. ROW plI 6TRIPE / In TGH ExIST AD t2p POINT ,, L r 'NGLE -� �+ } }} 6 DFFFF _ 666 p COUNTY ROAD 39 =�� STA 34+63 qfi REDIRECT TAPER / Ex�SiING 4` WIIIIE STRIPE' ^' P ,, w • Nf / RIGHT pF WAY K }Si00 . 3n_. ]8+00 .... . ae+DD. n•.. DD ._ .... A3+OD - OD --_ EN W STR PE • , � 0 � " WHITE SiRIPF END 4 WHTE STRIPE YE LOW IiIPC E% EDGE Or ROAD. - ANGLE p MATCH EX ST W/ SPACE , ENB 0 B ELLOW BIR PE A YELL W RPF 39+ 7p STING ZI ANGLE P01 i MATCH EX '•,': R W/ A SPADE pFF6ET I6 B9' RIGHT Or W Y 61A 43+33.46 I F PSINTDOFFSET OD' F ../' Q.I OrAF'3T 8aP0' R 11111It�� 00 t pTem IJap.io0ea pue NJOTO IseddON ATAto 21 Wd SE,ZT KOZ/6O/bO g J. ZE :zs6ed 46LE56ti J EJ O10 CR 39 & CR 72 INTERSECTION ,====mmi, CR 72 STRIPING PLAN OMA HA TflncK DEAD END COUNTY ROAD 72.40 MPH SIGN MAN ENTRANCE _ EST --- EN INANCE g.- , w __i_OAD --� -- -- -.- --- - E%I NGY ILiNE BOARRICADE 4 tNiITE STRIP[- -- - -' -L'- - -�- T flEMnM � 4 ," 63+UO 641➢0 --- +00 5+tl0 - - 6 69+UO ]00 BEGIN DOUBLE YELLOW STR PE .. _ iA 6114483 YEL-7,12 E%ISTIW RI T __ OFf5ET ❑ D' R W/ 4" DF A L N. NEW EDGE OF �� /JJJ------- _ ROADWAY 4 TE STRIPE PROP RDW UNEI - 4 OSTR E PE W/ 9' SPACE RT d COUNTY ROAD 72 - 40 MPH zl NDE UI GD LL EAsi '71%,'N STING RGI IT PT = (0 SE) AY LINE I FI END DOUBLE U EN RANGE OFF ET B 14 64 UI sTA 01 +49 ]O ROP EDGE DF OFFSET 9 DD I. _.________ -'11_7J_..... ROADWAY A C P05Np 2°,42,. GOODELL MACHINERY AND CONSTRUCTION CO. 8847 CR 72 EATON CO 80615 1 Pi0A0WAF YELLOWSLINE /D₹OU ,I /1 ERA ON 40 MPH SPE •- _` v . v-. .. . -' �v-- _ �_ e >-.+50 s v '-'- =gar OF WA LIE OFFS T ]9.UL DU - - - _ _ PRDP ED _ _ �•��.?ae� �on9wnY YELEOWDSi9 40 MPH s EED 1 S7q�jj+55 a4 RELOCATE E% ANGLE POINT i' UOLBLF / 8 WH � 5 PE LMT CN 1 OFFSET DD R STOP AHEPD' S:C ANGLE POINT STA ]Sgpp]4M1 _, YELLOW STRIPE PVAI MDARKING TA ] 4 ]2+ OFFSET R PE - ] qM1 µRITE STFIPE - STOP AND SSREET SGN OFFSET 1000 R OF. SE i34.00 5p OISi /S+SS qc _ W/ c SPACE _ OFFSET 250 R 1 TA 1 F EI B.Od H BEGIN B".WHI T I 51A S 19.94 PRDP ROW LINE 11-. 240 DFFS£i 0.00' PVMT MARKING F U LF REOaECT 14d ]5+25.OOR STA ]e+246: a 9 9P0 A F iRANSiTI N TAPER T .60 R ST .] D.DD' OFFSET 2 UFrSEI 4.UU R END B' Wgli E' 9 9.4 {o DFF9ET 6 DD L J w w La D� p .- m 0 z a ? o W m V Q c m m Q ((JJJJ o Z Z J a ; � COUNTY sa csil / I �' D . G LE .4,-,.., 0' QI YEL 5 Io { 041,1'r ...__. 9TA KI G/DECELERATION T -' � 1 '-w- _ T StON MAP C ]]+]6 1 UD / rfsn zs.DD' ./ rE 2 (6 ROAD 39 Bfclw DDUBLE uGw RIPE COUNTY ROAD 72 - 40 MPH STA 60 SO.OD SL T I OFFsf- OD' L IA 1SJ.85 T PC OFFS T 0]9 1 I i GD 69 PI B OFFSeI 3691E fi5+B U'FSL 5 1RANST ON -_ _ FFSCi 32.00' L O% W Y RNGH AVEL ROAD Z. - -1 ATCH PAVFD RDAU � � W�TC`- �.-,----E% EDGE DF TH s RPE RDAownv GLID ) WH IE BARr -� _ _ — � 8. p0 + Bs+un SOD UDC_— ___ — n -77C,, 4" DL D _- ., _ s JRL I P. WH TE STRIP; R T n PT -ELU 1 STA ]8+2464 S _- I OFFScT 20.00' R TA )9 9 ]tl \ I ill N�TERE STA ] -.UO L I OFFSET 9 II _ E 001 R E E �' i%,,,,,,...,, PIP F V 8 PAv<MENi C DS SIGN ROADWAY F G OFf5E? 3.50 F TA 6a+ EO%S IN r i T 8 95 6 OFFSCT 21.00 R F WAY L NE BE INYDO BLE OFFSET 6.60'0% STA BD+Sq �� 6 SST &DO' R `, mx — C ■ ■ p, I A,uno, pT$M ,JePJooed pur NJeT3 IseddoN ATJrp 00'OS,a.d a Wd S£,ZI VZOZ/60/1►0 99 I. £E ;.".d T6t£96t+ CR 39 CROSS -SECTIONS (LoolAgNorth) 4/90! 4785 4780 4775 4790 4780 50 50 50 50 50 4775 WCR 39 CROSS-SECTION LOOKING NORTH - 14+50 I{DrizontDl ScDle 1" = 30' Ver ticel SCole 1' — 3 a � D�EUIST-G.1 W. Iz't rRAvcL 50 4790 4790 4785 9949E 999,99 T ON yR ST NC RO in EX 5i NG IW�IITC FSiF pEN5 UE SAWCUT C% gsPHALI 4775 4775 WCR 39 CROSS-SECTION LOOKING NORTH - 15+50 H ori>o�tol Stele 1° = 30' Vertic of Sccle T" = 3' 4790 4785 4780 4775 4775 WCR 39 CROSS-SECTION WCR 39 CROSS-SECTION LOOKING NORTH - 14+9092 BEGIN CONSTRUCTION LOOKING NORTH — 15+00 I. Drizon :Dl Scale = 30' Horizontal Scale 1" = 30' Veriicol Scale 1 3 V rt col Scale 1 li 60 R O W II'Ecr 'k H rc exlsi cL �J u I rc 6tl R.0 W. ROWE , TRAVEL LANC ROP 2' ASP" s"0 PROP ASC sHOU OFFSET - ]94 ] - a .9 ➢GFSET = 25.58' EL = 4]83.05 9999 9° TH% 999 ROTOM L E I T G RDAD TD E%SING WXIIti STRIPE SIDE WCR 39 CROSS-SECTION LOOKING NORTH - 16+00 4790 4790 4785 PROP 2' '„ $F10 fr• PROP 1' ARC SHOO DER UFF6EL = 4784.27 4785 offsEr = z4.ar L CL = 4]83.07 OFFSET - 242:89' L 4780 EL = ez.]o 4775 4775 9909 9' 'I"% 49C 50 4790 4785 �E%i5Tl 4780 - ING RONU TU 5 TH d E 51UE E% NC WH TE STR PE SAWOUI E% ASPHALT WCR 39 CROSS—SECTION LOOKING NORTH — 16+50 4775 Horizo11 Scale 1 = 30 Horizontal Scole 1" Ver tic Dl SCDIe 1'� = 3' Vertical Scale 1" = 3' IIII�+1�1+��1'JIB'ii4Ar�l�i'1��I�I�IY+'��illl� 00 R,uno3 P1GM 'JepJooea PUe NJeTS .SeddON R!Jr3 Des Jo'tie : ooOod zt vzi6L£S6ti (' J 2 0 O Q EJW 9/19/2023 O12 CR 39 CROSS -SECTIONS (Looking North) 4785 4780 <//5 WCR 39 CROSS-SECTION LOOKING NORTH — 17+00 Hcri%anlc. icolc Vcrt;col Scole 50 50 50 50 WCR 39 CROSS-SECTION LOOKING NORTH — 18+50 H url<anlol Scale 1" — 30 VertG of Scelc 1" _ oyLOE PRgP i ABC NBLIOI1LBfRR G fl. L7a�os PROP a TN% ABC 50 WCR 39 CROSS-SECTION LOOKING NORTH — 17+50 Horiionlal Bcolc 1" = 30' Vcriicel ScGle 1" = 3' WCR 39 CROSS-SECTION LOOKING NORTH - 19+00 H ori<onle Sc ole 1:: = 3' 4775 4790 4785 50 4775 WCR 39 CROSS-SECTION LOOKING NORTH — 18+00 Hcriz G,'I ITH Vertical Sr, of r. 4790 4/85 WCR 39 CROSS-SECTION LOOKING NORTH - 19+50 Hon<onlol Scale 1" = 30' Vrr lie of Sc olc 1" = 3' 11111 ' WM%�� 1' wTJ'RII�«��'� MAN 111N p, . R�unop piem J61Jooe8 pue AJem saddo9 Ri.l*5 00'0$:..4 d Wd SEIZE 8ZOZ/60/b0 99 1O 9£ _:sseed t6L£96ti 9/19(073 1,30' C13 4790 r:g;r naesPH snow P OP t' C sHOUI� OFFSET = 141.?: L . Jfia.b5l OFFSET EL OFSSCT = 29.20' L• 4780 4775 4790 50 CR 39 CROSS -SECTIONS (Looking North) ��%STfLo R O,W 1.. 2 — "Rgt2L LAxE 14785 ;ASPHALT ROTOMILL ±xI5TIN0 ROAp TD A Y OFPTH, n FFFT NSOF E%IS`INO,WnITE SIRI;E 14]80 ,TgVT EX 50 WCR 39 CROSS-SECTION LOOKING NORTH — 20+00 4775 4775 4775 4775. 4775 F�r_un,01 stole ," - su' Ve•llcul Seve 1" - 3' PROP 2' ASPH SHO LDE PROP 1' ANC SHOVt�EH OR"bET 2 IT LI 4785 EL A B45] OFFSET 38 5] ! EL — 9)6x.9;3 I .r7.- FFSET 4780 E. ` 4782p5. PROP fi' Tax qbC 4775 ,790 4790 4785 �ExisnNc crtnpE �Lxlsnwcl ASPHAu oloMxu Exlsrwc Ropo ^o 2" f6NTH, 4 FEET IM1SIo'E X SIING'WHIIE sIRIPE 4780 �lNISI NG w. 53 WCR 39 CROSS-SECTION LOOKING NORTH - 21+50 53 50 WCR 39 CROSS—SECTION LOOKING NORTH — 20+50 Har fan sfine Ve�Lieel Sce.e .,s 4790 4790 PRO; 2' ASP11 511 PROP 1' ABf SH01 OFFsr 47B$ Fl 4J84.41 °ErIT a, bq' L L 4785.09 i OFFSET = 4780 CL = 02,tJ PRO; fi' THx, ABC 4775 4775 F uleunlol Seole 1" - 30' ve•�'�cel Seeie 1" - 3' ASP., `E%ISTNG Wl 50 WCR 39 CROSS-SECTION LOOKING NORTH — 22+00 F.fr'.�on lcl Stele 1• — 30' Ve'.c01 Scare 1•' — 3' 4775 SJ 50 WCR 39 CROSS—SECTION LOOKING NORTH — 21+00 H or,mnlvl Stole 1" — 30' Ver licfl Sco1e 7" — 3' 4v 1 s I I !EXIST cL o f RF rc rc fitl�R.D.w. 4790 4785 jEx15�lwc c9npE Ir{c ASPPAL- ROTOMIIEIp, Ex,STNc Ropo TD FA](IS NC CM•iE sigll+t 515[ 4775 50 WCR 39 CROSS-SECTION LOOKING NORTH - 22+50 Hon<Onlel Scale 1" - 50' Ve�licvl Scvie 1" - 3' 11111 ITITIMI tiJI I�t lifilUtIr 4illretliIII 00 0;uno0 p1e11 aep.loaey pue R 10 seddo)4 01 •0 ® 9£ :S.bed zti bz16L£86ti 99 I. C14 WCR 39 CROSS-SECTION 4/90 ins CR 39 CROSS -SECTIONS (Looking North) LOOKING NORTH — 23+00 Vertical Scale r: `tie t" — 30' 1" = 3' - isr I Arz' �-�Ex--- 1 rsow o n AvtL L"'l[' NRN LANE AVEL LANE D 0 4190 4790 4785 4780 RorDIAILL E�¢nNc RDgo To EPTH A' SiF INSIDC lwSliNG WFIIE PE E%19TMC Wl 50 WCR 39 CROSS-SECTION LOOKING NORTH — 24+50 Hvnzvntvl 8cvle Verticvl Scale 4790 4780 4785 4785 L%ISIINO�TW111'IIL 5 R NIN . ExI5rlNG WL 14775 s0 WCR 39 CROSS-SECTION LOOKING NORTH — 23+50 horizontal Scale Vertical Scole 4'. UtUHE p p fiD'I R.O.w, p t'! 1_ AYEL LANE 12' PROP 2' ASP PROP 1' ARCH 4785 DFFSFT EL - nJe6 as =st D'L 4780 — nIeD.An 477, PROP e 1. ABC BAW%ZINC �1 ASPHA i s0 - IS RDronouL Ewe EN�sTIN�Pw�l1 �CI MG GRADF NGERDNfi CD MGIPWL 4790 4,90 4765 4785 4780 4780 so WCR 39 CROSS-SECTION LOOKING NORTH — 24+00 Horzontai Scale Verticvl ,tole 12' RAVE LANE OFFSET ,5 A5 PROS]' ABPH HOULOER PRSP 1' ABC XDDLDER DFFSEI=]S.DD L EL - 4>B2.13 DFFSFT=OIBO.t3 ROP 6' T. SA PH qec I`1E% 4775 4775 50 50 WCR 39 CROSS-SECTION LOOKING NORTH - 25+00 Horizon tvl Scale t" = 30' Vertical Stole 1° = 3' T l -EXIST CL . BO'i R.D.W. - ROT�MIE SJINc RDn ENISTiNG iET E%I:�TINGPWXI'F FB�RIPEN WCR 39 CROSS-SECTION LOOKING NORTH - 25+50 4/90 4785 4780 TLO Horizontal ScDle 1" = 30' Vertical Scale 1" = 3' II It 'll�tJ�ULl4 y ��I'R�I�Ck'!Fi'l'�y11r�1 IIIi 00 ' Rhino, PIom ,JepJooea puw !JOT3 '$ d0oN RTH1t5 00.0$:..a a Wd S£: ZL bZOZ/60/ib0 99 3O L£ :..bed t6L£96ti .L EJW 9/19/2023 r=s0' C15 4770 WCR 39 CROSS-SECTION CR 39 CROSS -SECTIONS (LookthgNorth) 4790 4785 4780 `RO SdNILL EXISTING ROAD i0 E ]" OCPWIN, < fCEi INSIDE �yC%ISTING i[L IIE SINIPt WCR 39 CROSS-SECTION LOOKING NORTH - 26+00 H v riffs sGDie Ver Licel Sc • t jJC 4785 ono LOOKING NORTH — 27+50 ',11 Gcole I" = 30' Ver tic vvl SC Ie1" — S' 47751 4/7 WCR 39 CROSS-SECTION 4790 4785 4780 LOOKING NORTH — 26+50 ;,zfDDtm vet"=so' Ver kcal Scale 1" — 3` �F%I51 LL a • N2'₹ TRAVFI I] RN .ANE 4785 50 WCR 39 CROSS-SECTION LOOKING NORTH — 28+00 4770 4770 HAri20ntDl Scale 1' — 30' Vertical Scale 1" — S' 4770 4780 ROIANILL F%Is 1NG HUAU IU 2 NEr M, 4 FEET INSIDE Sll C IyHITE 6TRiPF 4775 `Ep{{SiING WL 4770 50 WCR 39 CROSS-SECTION LOOKING NORTH — 27+00 ZiDntm oI e le Ver kcal Sc z V"7!:,CL Ip. 60' R.D. l RON r 1] -URN TRNE L ANF ABC 50 WCR 39 CROSS-SECTION LOOKING NORTH - 28+50 liori2Dntvl Scale t" - 30' Ver tleDl Scale 1" - .. 9/19/2023 O16 p0 c;uno0 pjeM 'jap,aooaa puv �uaTO Is�ddo� IT.atO 00'0$7pad a Wd 4£ Zti trZOZ/60/tr0 99 3f, 9£ t6L£86b 4785 4770 CR 39 CROSS -SECTIONS (Looking North) 4785 4795. 4770 WCR 39 CROSS-SECTION LOOKING NORTH - 29+00 Ho egtGl Scale = 30' Vert icGi Sralc ' = 3' WCR 39 CROSS-SECTION LOOKING NORTH — 30+50 WCR 39 CROSS-SECTION LOOKING NORTH - 31+00 Harizantal 5coe = 30 Verlice� Scale ASiINC aRPU UT EX ROP t' qBC OULaER Of `SET=64,OSL OFLSEI <)JJ 50 EXISTING iifEXl=T LE o 6G' RGW K 11'i �AVFL LANG 12' TUkN LANE WCR 39 CROSS-SECTION LOOKING NORTH - 30+00 WCR 39 CROSS-SECTION LOOKING NORTH — 29+50 Horizontal Scale '" = 30' Vert icN� Scale 1" = 3' � II lExlsr cL to �-+- J. ISTING GRADE 4795 4790 4770 4770 Horizontal Scale �" = 30' Vertical Scale t" - 3' Horizontal ScGie;. = 30' Vcr}icG Scale 1" = !E%ISr CL OI i TI :785 GSf 4•-1J5' = JJfi.3i PRW 6' 50 WCR 39 CROSS-SECTION LOOKING NORTH - 31+50 Hor�zantGl Scale 1" - 30' Vertical Scale 1" - 3' 11111 P IM?1K 1ih1lM1I7a:MMIigirdi 1111 p� ATunoO pteM '.lep.moea pus mJej3 .eeddo9 AT,ae3 00'0 gad d Wd S£I 17ZME/60/170 99 40 6£ ?sel6ed t6L£96ti 9/ 97 o23 r=3a C17 CR 39 CROSS -SECTIONS (Looking North) 4785 3 D � LID ��jIEM(x�sT'a1� � TRA 1T' IUNN LANt 12 TRA r. IANF -+ =ROPraA SHOULDER c`F6C4.3.pL - ]16.6.4 f Lr4])5]5' 4775 Oi+S'4fi.66'L \ s �g0'DMII, FXSTINC ROAD `0 ""fi` THN ARL� NG WIXTC s1RIPE [%ISTING iCL ASP.IA LT EXISTING WL 4'/%0 4770 4770 50 50 4785 4770 WCR 39 CROSS-SECTION LOOKING NORTH - 32+00 � - onLv Stole 1" - 30 J �.-nl Scvlc 1 3 t2' TR V LANE 12' TRADE_ LANE 4785 4785 4780 ��ENIS�IING GRADE ROTDMILL C%IsnNG ROAD TD Drnn 1, a FrrT INsvr E%snNG MHITE siRIPE `C%ISTING WL 4770 50 WCR 39 CROSS-SECTION LOOKING NORTH - 33+50 4770 4785 785 4/80 /80 Li-' 785 4/80 DrrsET=2].Dc•- fL - nfi.ii ELFSF x»5.55 4775 4ROP 6` 50 1 / �FYISTNG A6PHA.T ftaTOMILU EXISnNG ROAD TO a 2%GEI{Ti, 4 rEEi INSID[ c%I ZING WHILE sIRIPt SAASPHALT 4/10 50 WCR 39 CROSS-SECTION LOOKING NORTH — 32+50 1Scale1 -30' Vet al Scvlc cX 51 CLIo !i' _ •2'iT 4785 on 4780 RNG GRADE YY�/ �t%;IINc ASPHALT ROTOMLL}E%ISTNG ROAD TD FdTH, FCFT INSIDE E%ISIING WHITE STRIPE 4770 WCR 39 CROSS-SECTION LOOKING NORTH - 34+00 6D' R.a:W. 2' tUFN UN 12' 1RAVE1 LANF - y TRAVEL UNE 4785 4IB0 ELF�4J6J5 ]5 PROP s' 50 WCR 39 CROSS-SECTION LOOKING NORTH — 33+00 H IMG Lo� wale i' V I�clal Scale — 3' o v.s, cLIo A2�NANLu,E E + 4785 4780 j�n / z—ExISIrINc caapC E%IGnNG WHITE s1RIPE SPASPXAL% snNG WL 4770 WCR 39 CROSS-SECTION LOOKING NORTH - 34+50 Hvr'zonla Scvle I - SO Verl'cal Sccle - S' Un • _ 9/19/2023 O18 00 tW 0 preM 'japjooa,y 'WI Hato 'saddo� ,�T�e5 00'0$::d a Wd S£:ZL 7Z0Z/60/70 99 0, p °""9''d T6L£56b CR 39 CROSS -SECTIONS (Lookiu:North) A795 ;EXIST CL' :W 2.J "3 TRAVEL LAN, IIrEweT GL o I 60' R.O.W. rc 12't TRAVEL .ANC 4785 4765 4780 pEE6ET EL = an2 iz OE�SEia40.g6'L 4775 prF5Ca/19b1� 4785 4//5, 4770 � I ExlsPwc cRnpE `—ROIOMLI E%I6*INC ROAD TO n 2' BEPTH, < rEFT wsmF C%IsnNG 'WHIT[ $'RIPE WCR 39 CROSS-SECTION LOOKING NORTH — 35+00 Horlaa+lt 01 Scale 7" - .79' Vet licvl5cOle i" - S' 3 I r,�Ery lsT cL �. 2' TRAVEL PROP 30' [MP iL 4//2.69- 60' GMP 770.fi3i 50 A 75 4780 cwSIINp ASPHALT RpiGMl.I E T uT E% ROnp ip nxs N nsP•{AST OJCPnI. , ECCi 4//a \ WHITE sRtIPE G ^EX ST NG GR �C FL 4»0.63: 4'TARCF CMP WCR 39 CROSS-SECTION LOOKING NORTH - 36+50 PRO SHOJLOER 47H01� sHouLoca ' olESE eiii:iz� 4775, EL E�PaOP 6 4770 WCR 39 CROSS-SECTION LOOKING NORTH — 35+50 4780 xor,zGntel stole t" — so' \/er lit vl Sc Ole 1" — S' 4785 PROS2' ASPH pu`pER PROP t' ABC sfI0UL0ER • EET4-7 0.79>6.20` ' EL = OFFSET=36.79'.. 4/ O 4770, _ Joy:„. c1! R. 2i 1 /IW� 4780 Ili / �-E%16TNG ORAOE 4770 WCR 39 CROSS-SECTION LOOKING NORTH — 37+00 -lo.izontel Seole 1 — 30 Ver l��vl Scule I" — 5' Vertical Scale 7" — 3' 4770 4//S 4770 n 75 4780 RojSjoHlu Fwsnnc RGAc ip E%I$ �NGPWf�ITC sTRI CNS OE tT 4775 LxISNNc clmp` sAMC j�ALT 4770 50 WCR 39 CROSS-SECTION LOOKING NORTH — 36+00 -IoYlT;1 ,Ve I" — 30' Ver t'�cvl Bccle 1" — J' 4785 4780 4//5 WCR 39 CROSS-SECTION LOOKING NORTH - 37+50 'I OTizO�tal SCOIe 1" - 30 Ver l�cvl Scfile 1" - 3' 11111' Rr4J1'� �14y�l�hll' '�I Ji'� JC��I��' I y11+'��i III 00 I A,uno0 pieM aepuooea pue NJ8j O seddoN AT4, D99 Q ; : sd6S� zi bzT9 £96b JRL EJW 9/197/023 O19 4785 4775 4770 4775 ,„a WCR 39 CROSS-SECTION LOOKING NORTH - 38+00 H oriz anlel eco�c 1" = 30' Veriico Scale = 3' S0 CR 39 CROSS -SUCTIONS (Looking North) 4705 4785 4780 4775 4770 4770 WCR 39 CROSS-SECTION LOOKING NORTH - 38+50 4790 4790 4785 4780 4775 4//5 WCR 39 CROSS-SECTION WCR 39 CROSS-SECTION LOOKING NORTH - 39+50 Horizantol Sce a Ver7ic o: Scale = 3' LOOKING NORTH — 40+00 t,'Zf nl al Scale 7" = 30' Vertical Scale 7" = 3' =785 ;4780 EiEs--�<IieiiE 50 xoiouiE E Is xc eono P1 . 9 fEEI INSIOL EXi5TN0 lif SiNIPE ,5770 50 WCR 39 CROSS-SECTION LOOKING NORTH - 39+00 Horizant of Scale ;" =30' Vertical Scale 3P _ rg/E%ISr i I!a 1 �z ie�vE_ l�xf _ OP 50 SO WCR 39 CROSS-SECTION LOOKING NORTH - 40+50 4790 I4785 4780 4/75 H oriz0n;cl Sccic _ 3, Verlicol Scale = 3' JRL EJW 9/79%2023 C20 00 Rauno0 pTeM 'JepJooem Puy HJeT3 'ced8 9 ATJI.3 00'03 end a Wd ge,ZI bZOZ/60/t0 89 J. Zti :..6.d T6t£56b CR 39 CROSS -SECTIONS (Looking North) _ NE 4785 r ExryTIN41 GRP. /�-Exsr Ncl asPI�aLT TGMILLE%1G*INC ROAM TO A 2" aL 4 4.FtET INGIGE f%ISTINC WHI'E STR•P£ ^SWCNT E% PHar 4775 .4775 9795 4790 50 WCR 39 CROSS-SECTION LOOKING NORTH — 41+00 4730 HGf.,?1 scele - SO' Ve�:ica' BcGle - 3' ICE%Is cL p 12' TRAVEL tLFSF AiB49BI 4784 T=16.ss'L ELFSE 9764.]4 CROP 6" TH 4780 RC IrnrvGl creaGE WCR 39 CROSS-SECTION LOOKING NORTH — 42+50 4790 4795 47951 4785 4780 4780,_ HGFacnlGl sGGle �' = 3D' ve,:ieG same — s. EkI5iING GRADE E%IGiING hSPHAL' 14760 RGTGMIL.. EX5 G RGAG 'G EXISTINGPWH It SEHIPtNGI]E sAWGGT E% nsPHA�T 14775 WCR 39 CROSS-SECTION LOOKING NORTH — 41+50 h or �[Gnlcl •71' VerLlaal 54a•e s �Exlsr c` p ' I TRAV« LANE 12' TRAN£, ,795 4795 ,4785 Aa IOMILL !%Is1�NG HOAG r0 F%ISTINC WHITF BtTRIPFN5IGE nzui E% ASPHALT 4785 14780 14775 WCR 39 CROSS-SECTION LOOKING NORTH - 42+00 Hon<ontal 8cdfe 1" - SD' Ve�:icGl Scope 1" - 3' IY 'RAVEL LPN BL/FRCP GP ,; SIS ,tr PROP 1• IGuFGE� OFFSE�]B690 L 4785 27,4,11T-_, t 4780 50 0 0 50 J/ � 6a' R: M.W. ¢ Ha1cMILL EXIS$NG ROAD 10 A 2" OEPIIi, 41 FEET ING�GC EXIfiTNC WHITfl5TRIPE SAWCGT EX ' ASPN LT WCR 39 CROSS-SECTION LOOKING NORTH — 43+00 r,Grzontal scale 1" — sD' 4785 _ J4780 WCR 39 CROSS-SECTION LOOKING NORTH - 43+17.49 END CONSTRUC horizontal scale 1" ve�aaai sense t" — s• 111 1t'Ig'h19l4i WMi IIIi p, ' A}uno5 pTeM 'Jep.r000N Puy sIJ'T2 '.eddo9 AT -'5 00'OSI*..d 8 Wd 9E:ZT iraez n0/b0 89 40 £b :.aid T6t£66b il 9/14023 O21 4795 4790 4780 CR 39 CROSS -SECTIONS (Looking North) 4795 4790 4785 4780 50 WCR 39 CROSS-SECTION LOOKING NORTH - 43+50 H orizon lal Scale '" = SO' Ver lica� Scale 1" — 3' JRL EJW 9/19/2023 30' C22 IIIi' II�'f4�rU�1�' " A+ �1� I'1LY Ii1�l�ti+'i( IIIi 03 ATuno3 pieM 'aepJoaea pue Haei3 'seddoN ATJep 00'O$i..d d Wd S£:ZT VZOZ/60/b0 99 J. bb °.' ''d T6L£96b CR 72 CROSS -SECTIONS (Looking East) 479511 4785! 4800 4785 4785 WCR 72 CROSS -SECTIONS LOOKING EAST - 60+50.59 - CL CUL-DE-SAC H orl4Gnles. Scale Vert''"cul Scale ExiSI L sG.o' now �2' IkAVLL .ANt PROP 2' AGPH SHO�iL PROP 1' ABC SHOU(i UFF EL = 9�9i.2'. 0 EL — 9/93/0 tRR 4800 400 '790 4785 So So WCR 72 CROSS -SECTIONS LOOKING EAST - 61+00 PROP 1' ARC SHOULOFR PROP 2' ASPiI GNOULOER 4800 4800 '800 9C SNOULOER �G ORAOE _ 4795 4795 4790 4790 4785 4785 WCR 72 CROSS -SECTIONS LOOKING EAST — 62+00 H orizantGl Scale 1 _ 30' Verl'�c of Scale 1" — 3' 4795 4790 4790 4785 4785 H Grie onlol SeGle 1" — 30' Ver kcal Bc ale 1" = 3' Exlsi cL e r Row �2'. TRAVEL LANEi 4800 4800 WCR 72 CROSS -SECTIONS LOOKING EAST - 62+50 H Grizonie Scale 1" 50 Ver Licol Scale 1" — 3' 50 50 WCR 72 CROSS -SECTIONS LOOKING EAST — 61+50 Hoiizo 1 Scale 1"=30' Vertical Scale 1" = 3' ¢III [xls* GL If 90.0 Row PROP 2' AGPH 3N P0.0P 1' AOC SHO VFI %isIINC GAS // E%ISTINC RlJ PR `\FLF EL 4800 2' A9PX 9XOULOER 1' ABC SHOUEOER 4795 = J93�59 EXISTING GRAOF = 4793.03 4790 50 4/85 WCR 72 CROSS -SECTIONS LOOKING EAST - 63+00 H orizonlel Scaie 1° — Sti Vertical Scale 1" - 3' II It NUMMI �J�'�I�III��Ei i�'�Y+'� i III■ 00 A;uno3 pi4M putt MJ9T3 '09dd05I ci�se0 00'0$I"d d Wd 9£IZL 1a0Z/60/t0 88 P. Sob : saEsd T6L£96ti 4800_ CR 72 CROSS -SECTIONS (Looking East) 4785 WCR 72 CROSS -SECTIONS LOOKING EAST - 63+50 50 50 50 50 WCR 72 CROSS -SECTIONS LOOKING EAST — 65+00 N or'<an tel Scale 1" — 30' Ver [icvl Scvle 1" — 3:' 4800, 4785 4800 WCR 72 CROSS -SECTIONS LOOKING EAST - 64+00 Hvr'zvntvl Scvlc 1" — 30' Vertical Scve 1" = 3' I4 E%19T c j ¢L.� RDW JAR��I 12 'PANEL LANE 6 TI IK Ass - TGNG !PI AG WCR 72 CROSS -SECTIONS LOOKING EAST - 65+50 Hor�sdntvl 8cvle 1" — 30' Vertical Scale 1" = 3' 48001 4790 4785 4800 4785 50 WCR 72 CROSS -SECTIONS LOOKING EAST - 64+50 Horizontal Scvle 1" — 30' Verlicvl 5cv a 1"L = 3'. t2 P.A EL IAN RFDP " ABC SW DER 50 ASPH 5HOUL0ER PRD 1' ABC FHDULDER 4795 L' 4192./1 p �CXISTING AftAVEL q\ { [xlsnNcl TEL F%ISTINc cAs 50 ADF 4785 WCR 72 CROSS -SECTIONS LOOKING EAST - 66+00 Hvrizontol Scale 1" — 30' Vgr {iFPI SeP'e �,"3, 11111 Y 11M O IAIreliWire l IIIi 00 A,unop pT'M 'aepaoasa pue E TO '$ 6doll AT4vp 00'0;,.a4 d Wd 9£.Z1 1M/60/to 88 4. 8b ;s•Bed I6L€G6b a gs JRL EJW 04623 C24 WCR 72 CROSS -SECTIONS LOOKING EAST - 66+50 WCR 72 CROSS -SECTIONS LOOKING EAST - 67+00 WCR 72 CROSS -SECTIONS / 50 50 CR 72 CROSS -SECTIONS (Looking East) 4785 WCR 72 CROSS -SECTIONS LOOKING EAST - 68+00 H ori]o�tcl Br.Nc Vcr;icUl ircic H lfg;itol Scale Vertical Sce a rd O I VARIES 4800 4800, S`NG GRACH ION 2' A SNOJLJER 0.0P I' ABC SfI01.L0ER 4795 Off5E1 00' R Fl 5.9T ]5 arrur � Ta:ss' R EL = St 9T1.35 50 LOOKING EAST - 67+50 Horiz g` Scale 1" Vertical 8cole 1" = 3' dI EXIST CL\' sL� ROW VARIE6 I_ 1ARF AI J c 4795 T' ASPH 9HOJI➢ER- PPROP 1' ABC SNOIA0:4 OFFSET=SOOfi', CL 5!93.19 4785 4/85 WCR 72 CROSS -SECTIONS LOOKING EAST - 68+50 Ha-rizor,toi s�Gie 1" = s0' VeY4icol Scale 1" = 1' 50 -�ESESt9].IjO R OiF9Ey 9 38.]9' R It2 4000 4785 WCR 72 CROSS -SECTIONS LOOKING EAST - 69+00 Harizo 1 7:1° 1" Vertical Senle 1" = 3' IIIIt !lI�4� Pal' '4' 1I�'4'V Jt4�sl�y��'i�I ihr� lIIII 05 I A,uno0 PT,M laepaooea puQ ,JoT0 'saddo9 8pJ05 00'0$:.ad 9 Wd 00:0L 0OGZ/60/b0 99 40 a :$ 60d T6L£66b U (7 J 2 F ZL II LA OJ ^ Q rh EJW 9/19/2023 1•-30• C25 4300 PROP 2' ASPN SH 4795 DrrSCT=4 B995H[ EL = St 93.i6 T(IEBF TTt VIDE 4785 50 50 Cad 72 CROSS -SECTIONS (LooJ gEast) 4800 4800 DP 2' ASPH SX JLtifR R01� t' ABC sH011L0ER 4795 4785 4785 WCR 72 CROSS -SECTIONS LOOKING EAST — 69+50 H orizontcl 'e°'' 1" = 30' Vert"c Dl Scale " = 3' 50 WCR 72 CROSS -SECTIONS LOOKING EAST - 70+00 WCR 72 CROSS -SECTIONS LOOKING EAST - 70+50 4N, a795 4785 Horizontal Scale Vertical Scale pIxisi ci � '".— ,90 GFr5E s1'9'ig` ANF 4795 RDP 2' AASPH HDJ�DER RDP 1' BC BBHOJfDER 4785 9/19/2023 4785 4780 4 730 O26 111 11 III 00 �3uno0 pToM 'JepJooa8 pus'H.IaT3 'seddo) RT�ep ZT 9ZSZ/60/90 6B fo 8b :se6ed t6t£86ti g� Ro�Ya� l„A';o !0' TR4, 4795 IXIS'ING CRnDC l 4783 K M1$C PROP 2'ASPI� $IImLO[R \\ PRDP •' A9G SIMOULOER �%ITINC GM1S %ISNIGC WL ��yyyyyy ItL CR 72 CROSS -SECTIONS (Looking East) =785 4760 4780 4780 iU 7J 9795 4790 4780 WCR 72 CROSS -SECTIONS LOOKING EAST — 72+50 'Xifnt0l SGale "' = 30' Varl ical Sc Dle 1° 3' 4795 Zirontol Scale ' 3D' Vertical Scale 1" — 3' OFFSET = .19.5]' R EL = 5tee.59 Oif Stt = aB.14' R EL - 518J.O0 PROP 1' ASPH .SHOut DER PRDP 1' ABC SHOJLDER WCR 72 CROSS -SECTIONS LOOKING EAST - 73+00 WCR 72 CROSS -SECTIONS LOOKING EAST - 73+50 HrrontGl Scope 1 — 30' Ver licDi Scale � — 3' 4790 WCR 72 CROSS -SECTIONS LOOKING EAST — 74+00 WCR 72 CROSS -SECTIONS LOOKING EAST — 74+50 WCR 72 CROSS -SECTIONS LOOKING EAST — 75+00 4790 4775 50 NDri l0l $Cade Vertico� Scale JRL EJW 9/19/2O23 00 ' A1uno0 pTem .JepJooeN pue mJeTO 'sadd0N ATJe, 00'OS:oad N Wd 9£:Zi KOZ/60/170 99 4. 617_:..5'd T6L£66b 4/75 CR 72 CROSS -SECTIONS (Looping East) 4790 4790 4780 4,5 WCR 72 CROSS -SECTIONS LOOKING EAST — 75+50 i orixont nl Sca1c 1•' = 30' vert'cnl Scolc 1"' = 3' WCR 72 CROSS -SECTIONS PROP Z' A8P!I sHOULpfR' 4785 PgOP t' ABC'SHUV�UtN LOOKING EAST — 77+00 PROP 2'AHL SS'IOt — 4785 PROP 1' HOVIhh�_ER 51-45.4 L = HZS 4780 E 4790 0)85 4775 4770 iorizonipl Scale 1" = 30' Vert'cel BGOIe 1" — 3' 4 fX CXIBANG IEL� E%IBIING GA9� �IE%IS 4790 4790 4780 4775 4%75 WCR 72 CROSS -SECTIONS LOOKING EAST — 76+00 liar W°, Stole r• so' Vcrt�col Stole 4NF VCL .RNC PROP:2' ASPH sNOULOER PRpr I'f Apc sHOULpER 0`F SLIte].snR Etl8E5179]2L 4/85 _ 4775 4770 4770 WCR 72 CROSS -SECTIONS LOOKING EAST — 77+50 tizontci Scale 1" = 30' Verticol Stole 1" — 3' WCR 72 CROSS -SECTIONS LOOKING EAST — 76+50 4790 4780 4//5 Fvo'tZila Scale Vertical Scale PROP 2' ASPI 5110<jLOCR PROP l' A9C HOUyUER FFSET = 23. OFFSET=43.se EL = 51)9.2 2",`,471T, ' 1 tNG LRAOE WCR 72 CROSS -SECTIONS 4775 4770 LOOKING EAST — 78+00 liGri)GP1e� stele 1" = 30' Vertical Stole 1" 11111 1J 'tAllt]relflA aril i III 00 Atauno0 pue 8 TO IsaddoN ATAap 00'0$:*.d S Wd S£:ET SZOZ/60/60 99 ie 06 :ss6Qd T61£66b 'jg1 u � 9/19/2023 1-30' C28 4/65; FXIsi GL 1u' RD.w. L%IsnuD �L F65,4 9As 4770 CR 72 CROSS -SECTIONS (Looking East) IURN IAME tY TRANCE LAIiC 50 14770 WCR 72 CROSS -SECTIONS LOOKING EAST — 78+50 50 HnrmnlDl sDDie t" — sD' veru�Dl sLo�e t" — s' [xlsTlcL ' 478- LT 4 477n, 4/55 i F%1ST LIT 1 � nlRu 1nNF z.r TRAv[i LADE EiF=Ean si)e.zot 50 4765 4760 PROS2' ASPN HOLLOER PROP 1' ABC ,SXOULOER 4775, 4770 4770 -7555 WCR 72 CROSS -SECTIONS LOOKING EAST - 79+00 Hor:zor,lol Scale 1" _ SD' \ 1.--_ars � p�Isr cL• c B -D1 vn 12' TRAVEL LANE 9' TRAVEL LANE PROP z' AS' 1' 1 POOP 2' ASPH 14785 47801 s"DULD — I sHDu DLR ;4780 7NAL PROP 1' ABC PR SHOULDErs'x ,� �. sHOJI.OFR 0 935E DFFSFj=3R.30'L 4175 47701 `FXlsilvc cols 114770 i Wiz, 4770 47651 4765 56 U sa WCR 72 CROSS -SECTIONS LOOKING EAST - 80+50 4/65 0 su WCR 72 CROSS -SECTIONS LOOKING EAST — 80+00 CL OF CR 39 5n lDl Scale �Ver;i�cl Scale Horizontal Scale 1" = 30 Vertical ScDe 1" — 3' 1 /E%rsnND wL 6L 4765 50 0 50 WCR 72 CROSS -SECTIONS LOOKING EAST - 79+50 RDW 4785 URLP ASP" LDFR SHOULDER BC 478❑ DFFSE151 )05 p 4775 <770 50 o 50 WCR 72 CROSS -SECTIONS LOOKING EAST - 81+00 horizontDl Scale 7" = 30' Vertical Scale 1" — 3' uTIL�T HDDI �Y i1 III =AIT'VAI'+II 'IN �Yr��J III 00 A,uno0 p38, I.iep400e8 pue 8 13 Iseddo9 A,JW, 00.0E:ead b Wd 9E:ZL bZOZ/60/80 99 3o i5 :sased t6L£66b eta oxs C29 CR 72 CROSS -SECTIONS (Looping East) AN= ill' TPAVEL LANE = EL . 5119.69 4770FxISTINGj BA. Ij- 0444.4 rELJ 4765 1 50 4780 PROP 2'1Z ASPH SHOULDER ' ' ABG 5HOULOER _ 4775 4765 WCR 72 CROSS -SECTIONS LOOKING EAST — 81+50 Horizontal ,tole Verticol Scale 50 50 WCR 72 CROSS -SECTIONS LOOKING EAST - 83+00 Hoi]nnt al ,cola 1" = 3D Ver tictl ,tale 1" = 3' 12 'P ONEL L4AE 4755 50 ANE PROP B. THY ABC 4770 WCR 72 CROSS -SECTIONS LOOKING EAST — 82+00 WCR 72 CROSS -SECTIONS Horizontal Scale 1 = 3.0' Vertical Stole 1" � I�-ExlsT cL o 6"1. ABC E%ISiINC 4780 4 765 50 0 50 WCR 72 CROSS -SECTIONS LOOKING EAST - 83+18.46 END ASPHALT PAVING i ori]onl of Stole Vertical ,tole LOOKING EAST - 82+50 4780 75 -lorizontol Scple 1" = 30' Vertical Scale 1" = 3' II II YII?: �414111d' L�'41M��u�l JI�'�'P'I��I �YY+'��i III. po I A,uno3 p1aM 1JapJooea pue NJ.T0 'saddo)4 A14v3 00.0$,....4 a Wd 6£:ZI 1a Z/60/80 99 as Z9 t6t£96b viam C30 4953791 Pages: 53 of 88 04/09/2024 12:35 PM R Fee:$0.00 Carly Koppea, Clerk and Reoorder, Weld County , CO VIII 141PAIANti hX'Afitr Fall' f ANI LYeG filkik 11111 as ]Nnm�omi s]iiv�iow in �Ntl}avenNioN3sa3 Niv ras a]NsiNis s]id�ioNi „ 0 ATV7QDA!I(L 96TNL1 AIOIJ S2IY.LAII TZ UJ 3Y 6F .X9 h�J ,2£1133H5)�133H9 LLb V 9Ni0tltl0 N011]35i13�Ni ]35 6C DOH A1Nf100 0. TI `_D FG � i0? nN1.10 CDDDEu EAsr F. TRANCE �uouscr 4, 77, ---- 9 -< 4,0,.92 CR 39 & CR 72 INTERSECTION CR 72 GRADING PLAN ?MUgr k➢D COUNTY ROAD 72 ZI U: a� .f ..`11'''.''''.7.7-----.°'1----,-_:.:1:—'f.-1-...--7-- y..-v --�- Dc ` -f -ice- _' 4 ciY \ rLi E� COUNTY ROAD 72 PROPOSED .°L ADD:i o(:v� i11032GRF0R D F DfiAI�.S) 'RDfPD^FD fDCF DF �: mPr COUNTY ROAD 72 99 20 ROAD uxD. ovDirvcs. DF ao K = AwEINE 9/5/2023 C32 AaunoO pTeN Jep..1ooey Pull M.r9T0 seddo) ATJWD 00'0$:esd a Wd S£,ZT 9ZOZ/60/90 99 4s ti9 :ss60d t6LS96b ?I U d1 CR 39 & CR 72 INTERSECTION INTERSECTION GRADING PLAN Py EL 4)/JG91J3J I/9�/B.lI, 91.15' L PRWUSEO EDGE UG PAVEML41 (iYP.) COUNTY ROAD 39 COUNTY ROAD 39 EFT/MATCH EN FEN OF FA (TYP.) PCF 3049n.93, 2p.63' R a: TIJ,n9 ENI9TINC POWER POIE (PHULfCI ANU MAIN'AIN) MID POINT 90+39.35. 40.]9'1 PCH FI. n))].25 60104.25. 22.D0' L __ MrD POINT 60+40.61, 53.96' ).41 2 29406.)9, 23.52' R PCP 20+0436. 21 9' R EL: AJ)9.41 9 MEET ATCM P%16 INO EDGE DF = I A.VEMENi (TYP.) 1 I 91+54.58, 21 I' R FI: nJ)5.22 PAVENENU E�)OF B'C—X9.54, ZI.B3' L P� 9T19a.B6, EL 4J14.66 I nLL ECAILUUTS ARF iU EDGE DF NArEDEUN TRNIS aSAN NERWI6E 95,1), 15.59' R 4 ))n.fi6 RUPU9EU EUGE;UE PAVEMLNI (IYP.J I EJW 9/19/2023 P - 20' O32.1 00 ' ,tauno0 pT®M IJop,(oora put AJoT3 Iaaddo) ATrv3 00'0$:.i4 0 Wd 9£:Zf fa0Z/00/ib0 99 4. 26 : "6'd t6LEM CR 39 & CR 72 INTERSECTION CR 39 EROSION CONTROL PLAN COUNTY ROAD 39 COUNTY ROAD 39 90 JRL EJW 9/19/2023 C33 00 ' A;uno, prom ,JepJooea pue AJeT, 'seddoN ATJeo 00'0$:..d d Wd SE:Z; VZOZ/60/b0 99 10 99 :..Mid T6LC96b CR 39 & CR 72 INTERSECTION CR 72 EROSION CONTROL PLAN GOOOEII FAST Ii t�E 11114,n M i if dta'iVINA VFW IIII OD Aauno3 pteM pue eJet, .seddoN Atari 00.0$:..4 W Wd S£:ZT la0Z/60/P0 99 3o L9 :$.6ed T6L£66b COUNTY ROAD 72 COUNTY ROAD 72 Welion C34 Sin Fencc (SF) SC -1 SIIT FFNCF SE-1.-SllLEENCE on„fl�.c.�=NFr�Ke.�„ualan „�.vwnnm,�mrwau.e.rs.ua vamp... SC -1 Silt Fence (SF) CR 39 & CR 72 INTERSECTION EROSION CONTROL DETAILS SC -2 Sediment Control Log (SU,) 5EGTRN CtloPO57 SEOIMkNP CONTKU �IIl�l�l!lllllllf IIIIIIIIIlIIIII1�ff1 LOG JOINTS SCI —?, OOMPOW- .HFONIFNT oOMROL I OG (WEIGHT. Sediment Control Log (SU) Concrete Washout Area (CWA) MM -1 n•�.ro:wro u o��NF�r�au��an u,e�,v®Pn�„<w.wnm�.w gawk., Concrete Washout Area(CWA) �dwWN��v�l�.3 RSHnLLFOLLownLLFEOEAP� srarEANe�o�PLRE��LATIONs HOPERsoF a RE E Mesa E"AI SEo°�aEr EA E Ew s o sr clunEs sNALLAEEaEnNE➢our oNCErHEY PREzs FuuucR NEw . AoolNc soLVENrs rRLoc u�ENrPoagno.ouwasHwA*eR IS PRORIeIrEo. PROPERLY MnuncEo nuo os sEo aFE oaE ul pRACTICEs sllcH qs i0.nsH �ISVosPL, pEccLIN o T R sPNRARV FPCIUTIEs sHouLo sE LarATEO AT LEAST 55 FEET PWAV oRAINASEwars, sroRw sRPINs, RECEIvwc wnreas, aREAs of HIGH sNs EP aA�;�E=5�a��aE=sE��R°�poPRE�EMo�TE��ANm��N°'A�°sEOF Nw�sE"��"LLa RE�REGArEUPROPE��vINroNaRloNs NON- Puaoaus isFHxlALs sous NlarERwLs. rOXIC LIpUI�s AND uNllspccl sHPu c�enaLVLsrATE m�,IseuAEsraRseroa�HEsouncEOF a P ROL-uw Roouc spFeanuzEas nrvo sa�vEnrs �cloEs, aalNrs, cLEANEas, suu`g7:,,% oamANCEw,,Z-,T:T EIOEn'n --- rREcoNrRAcroR sRPLs REFER ro rHE srArE allo FEOERPL sEl«culuPNCE N�ANUAL IscMI FOR PoumoNP� REouIREMENrs. JRL EJW 9/H/2023 NA C35 II It ' I III#1J1 00 ' A,uno, pteM '.lep.looea pue mdeto 'eeddo) At,1e0 00.0$:..d a Wd 9E;Zti KOZ/60/00 99 3. 99 t6LE96ti CR39&CR72CULVERT PLAN AND PROFILES e zD COUNTY I I / / .- - .1 =l9+DOW � ROAD 39 1 }'IT .I I t ' * T II ,� 4J I k� I; I' IF--� Q DO41'7—i RIt00r cJLVERr CLLVT A AIM .= (S[E LOWE0. .EFT) �'=40� FSL 00 PIPF A 65/Y97L AVENI J OMANA TRAC O!!S!I ENO OF PIPE (SEE LOWER ...) E 0 0 PIPE ,. _ MAIN E\TRANCE W -' W Stn aB 30 5 STA -j 74. GOODF I WFST .SSIA Ot R05R \. - � - - - - - :FEET e}Oc' L MAIN ENTRANCE 6Y R 5 1 - _ r O FS 3600' L �`—— i �W_ - A-7-----...� g — i : f-1-��5' -rW =gin - w ,',+ •T.-'. w T _ G J OG �L c G _ G 7q5 W,-_ W jfiR+OG _ 66+�_ , G-=- 4 8---87"—,--;,, G.+,+r69+0U G B T. T-�-Y�1 _ _�� ♦ "'r�`�s.�-`` ' -'''=7.•y-1` �..y / COUNTY ROAD 72 ==n off.\ y'l l �9+44,00 ,, ,I 1 `, OFFSET Sfi.DO' R } NII II ��11,1� Ili COUNTY ROAD .- ' III SNA fiD+55 B) I ' pFFSFi 5fi.Gl' R I UL MFRi A ' v `SEE LOWER R''') 39 INSTALL AnoN DF CMP OKRVIEW FXLIA Li A SIZE REPARATON, iRENL41 . EOONG ANO 9ACKFII I OPFRATONS RR CIA TO JEVtlELOAR I[ S RC Gi OPER nT STRE G WH L[ PR v[N'InG TLC CN IT IS v H i THE SOIE ENVE OJN0 IHE R F G D DR ULAR MA ER AL ROPER_r AEO A O E CtlMPn ED 0 J C RFPAFA ON 5 Cq i C i0 90TH P PF PCR ORM C: ANJ 5EflCC L E 6CJ E CONsiRUCTEO Tp c ANJ R AVO D dsi0R110N6 -I A- MAT CRCATE fta9LF STRFSi 5 N •HF P PF A p voEgIORAPON OF E ROAOWA e TIE B SH UPO K MpMn•IONs. Ro•6un Nc O FOONE5, µROZEN LO 5 ROOTS MD NOiwER EION ATTER THAT MAr CALSE EOJA, SCIiLENEYi. sn i sF cIDgT 9ACK L MA1EgAL. 'HOPEx',4,- oer�lvlNclvnx u.ulnMnaEnc�HagNLKsiAsaurpgs IN pLIG RFnw= -c no cgn-nq MACZRiAL A.Np 5^ OOJLOD BE FREE OF LARCE TONES, THER OE9R5. 3ACNHLL Ma�ERAL5 6HOLLJ OC PLACCD IN LATrRS A90JT 5 JEEP, OEPp5Hf0 ALIEHNAIlLr On OSITC sIJC5 OF TIC PIPC. CAC11 LAYCR 5 6EPCOMPAC IEO CAHEl JLLT, SfLEN' µnCKI,OV IftOJLO CULVERT 1— CR 72 PI aciD ANp CpMPACAT uNTA w c HE.GHT 5 REALFEJ, AT WHICHP POI.v i. SiANpARO 4805 � 48002 4795' xa xcn,x 4796 � 0 / / / _ - ,_.„. r,/ ° -9F1 � 50 IOtl CULVERT 2 — CR 72 4805 o •4800 � a.+tt mnxc .4795 - rxnr . <. _tl 4790 ° 4800 I o 47951 c oasscna 4]90 4785 � a3 cRn6 J5X w i !Ls 0 50 CULVERT 3 — CR 4800 795 [ do s[ d 4790 Ipx xp °. p . w.s, s 4785 m°T[xm[ aAfHa��` 100 72 4785 r } , 4)801 za? 4//S Tax sn. (°... T w2:^ 4770 - 4785 (7_r ',0. ° ° e / " y }? C °A°T Tov 4/BU \1 [x°° 4//S xc n y'IxpRAp A c, a w s o z' w/ cz a X // 4770 cpxcacr W-a�co E,x� p.° w RRN MRLn uw m[wn I I 50 100 150 CULVERT 4 — CR 72 PREWOJSLY In'STAL`r° OAO EM9ANKMENi 9ACKF111 ROCFOLRFs ARF (NOi GSFp) USED. 5iALLATION RCRRCNCC6 FOq MORE INF ORMA�ION, 5!! AASH10 9RIDC! CONsiRgLTIpN SPELIFICAi10N SECTION Z6, •I'C IAANUAL Oi IHE NATIONAL CpRRJGaTFO STEEL PIPF ASSOCIATION, - Noriz°nt°i Scele I' - Vcrn�ol s�ol� t � HPnz°nl 4O' Vcrtic°I°Sc°Ia • _ + Herf t°5 5 ale i" = 40' Vartleel c0IR I � 4' � II II PIN; Milli 03 I A,uno0 PTeM IJoprooaa pue NJ.TO is®ddo/ 6T4,0 00'0$sad a Wd �bZOZ/60/b0 sa.6e9Ed Zi t6t£5a6b JRL EJW 9/19/2023 C36 A IIDN, sEt AESH IDO NH nvUgIICXTiDH A'll°NNLD' lF CR 39 & CR 72 CULVERT PLAN AND PROFILES aD —4r ��vEai s HEN°QED) orrr 4o.�r�� —END �i D]5 orrscii�.aDn vpvEmENr n�D anrcN COUNTY ROAD 39 7 o so CULVERT 5 - CR 39 CULVERT 6 - CR 39 EMPARE ]B5 4]]0 o. sw J CULVERT 7u CR 39 a 11111 lII NI U J 7'10 00 R3uno0 pTsM ,JepJoawti pup H.aeTO .seddoN ATJe3 X89 J. 09 :..6.el �zi6LEs6ti 9/19/2023 O37 TYPE 'B - SOIL CR39 & CR 72 INTERSECTION DR4 /.N,4 CE PLAN TYPE "C - SOIL TYPE B, SOIL { TYPE -A- SOIL • ..� ..41 •!_'4\M\\Q-..�r� Wit-.,Lan.vi•-. dT ,11. cuVEikT 4 I TYPE .B - SOIL TYPE 'B° SOIL iu ]EVEI O0ED CONDITIONS - RA-IONA. M"TI1O!) SUB -BASIN DESIGNATION DESIGN POINT DP ' AREA COMBINED COMBINED (AC) CCIOE 010 (CFS) '.27 0.45 1.23 CULVERT NO. CULVERT . 3 DP 3 3.37 0,37 7 31 CU_V:RT 3 6 DP 6 23.24 0.21 . 15.24 CULVERT 4 SEE GEOTECiNICA_ RE'ORT DA -ED Aoki_ 12, 2022. BY LARIH ENGINEERING CONSULTANTS (PROJECT I 1772017) FOR SOIL TYPFS AND CEOTEChNICAL INFORMAT A,ssasM MIA IM LONE 3AS'N LABtL DESIGN POINT DIRECT•ON 1411710.WINICIN7! AW MIZIft Ord III 00 ' A l uno0 p T mM ' Jop.Joota put N.J• T 0 ' sfddoN A T .ato 0010$:4,04 a �W�daQE : ZI bz0z/60/f0 99 ,f 19 d t 6L£G6b to Z < O c W =O ~ Q D cr J J � � U O O O 11 WERNSMAN ENGINEERING J J Z W • Ln CI -O O x it m O O o a - z O z 4 LaSalle CO 80645 NE 970-539-2656 JRL 04CUIS EJW an 9/W2023 sc.0 NA scat, / C38 WELD COUNTY CR 39 & CR 72 INTERSECTION ROAD WA YAND STOR IDETAILS 811 CUTASPHALR°R rDINr DETAIL o� �Gu�u�o�oEl� \ o REDOING DETAIL FOR RCP -REINFORCED CONCRETE PIPE w' e�+x reeley P�xu.a oowRc I 'n�ris* naxs STANDARD STORM WATER BEDDING DETAIL oETaIL s —s CAlsl JUNE 2ooa scnti: N.T.S. PI IRE iRAINT5NT 9FCTION AT CFNTFRI INF PI AN NEW 12' TO 1B" CONCRCtt aTOEF wn�� a• (ulu.) TH�CKNE55 END NEW u:-crr WnLL DEPTHS sa 95 30' RCP CONCRETE FLARED END SECTION W TH I CUTOFF WALL 36" 36 �Jyr��i III. 00 ` Aauno, pT'M JepJ000a puss NJ'TO seddoN ATJw 08 0'� o a . s..6'£ ZL �Zi6l£561b se J. za d JRL EJW 9/19/2023 NA O39 CR 39 & CR 72 INTERSECTION SIGN DETAILS ��//►► o.w. �.m ui �t .r cmlm STANDAAO PLAN N0. CLASS I SIGNS s -61¢z "m aM am.avr+n v. SievJeN Shea No.l oCi w.� 16�ciy Fna�w.�''nar GROUND SIGN PLACEMENT E.504�E4f�AEE�t1 �mP�1;M �` .{;'� m am�nw R'ml...119iEi112pEeilslwPe.l`MixsixLN'TIa6a' q 'TS f�19 POSL SPECIFlCI�"`Ei� aw ' mw e: wtm�o amumplium nl�mamivawmm TUBULAR STEEL SIGN sT SUPPORT DETAILS sra f7 II Ii�111� �a�l�l h'��+�1F1X11' I�'R'�M l�i'�Tir�l III 00 ' A3uno0 pTem Jsplooaa pue Nano 'seddoN ATJep 00.0$:..d a hid 9e:; bZOZ/60/b0 88 J. E9 :.'6'd T6LE96b EJW 9/79/2073 NA O40 CR 39 & CR 72 INTERSECTION SIGN DETAILS FT Ka. ARD PLAN wa odd mgwrt'a`gev«,Plw, TUBULAR STEEL SIG .g gitiy SUPPORTDETAB.S� 4 BelelY FnVm+,N9 � i+% %�!ro¢ee+s.a 9bi 4,7 5... B -B EWA Jllele Ya Sie*+- slex sll5+om n wB vThe aa,mmer"io'x'NP � SFva, 0.evkbm �� PI C t�®a �bnl TUBULAR STEEL SIGN SUPPORT DETAILS . �+meomwa..r+a umu ANDARDP 44 tmdvcd9hcJNo 3 oEt le, O� irolXc & �I TUBULARSTEELSIGN STAA'DARDPLANN°: SUPPORT DETAILS s-�ias Slmdad Sac N�o.5 oft 11111'4+RI i9 14 IIMMIcMOUAWISMIPa !III 00 AaunoO PTM ..IaP400.0 Pus NJeT0 '50000N ATJW, 00'0$:..4 8 Wd S£:Zb tEOZ/60/t0 8B f° b8 "5'd ISl£M6b 9/19/2023 NA O41 11111 Mg � � I!� 'R ITIMI'�' lliffi�l� ri I III 00 Aiuno0 piaM ,App.aooaa pine ,J.TO ATJIR 00'0$,avd a Wd SE:ET bZOZ/60/i►0 99 I. 99 t6t£96b JRL ES 9h0f m NA O42 Pr -ROW ROW ROW - Pr -ROW Owner: QUIN M LLC Account R7466598 Parcel 080307100013 Address: 34625 COUNTY ROAD 39 WELD Subdivision: Section: 7 Township: 6N Range: 65W Pr -ROW -- Pr -ROW COUNT,'RO11) 39 Pr -ROW Pr -ROW Pr -ROW Owner: JANSSEN FARMS LLC Account: R1245686 Parcel: 080308000005 Address: 34770 COUNTY ROAD 39 WELD Subdivision: Section: 8 Township: 6N Range 65W Pr -ROW I Pr -ROW +-- I I I 1 a I -ROW • Pr -ROW • • Owner: QUIN M LLC Account: R7466598 Parcel: 080307100013 Address: 34625 COUNTY ROAD 39 WELD Subdivision Section: 7 Township: 6N Range: 65W Pr -ROW rrN Pr- ROW Ai W1 Rs ROW ROW _07+UO 290th. Wt ROW ROW ROW ROW " OW R&C • ROW Owner JANSSEN FARMS LLC Account R1245686 Parcel: 080308000005 Address: 34770 COUNTY ROAD 39 WELD Subdivision: Section: 8 Township 6N Range- 65W OW -o o . ROW a r. 0 r COUNTY ROA 039 OWNER: J AND C INVESTMENTS LLC Account: R7535998 Parcel: 080306000033 Address: 18847 COUNTY ROAD 72 EATON Subdivision: Section: 6 Township: 6N Range: 65W Pr -ROW Pr -ROW Pr -ROW ROW VW/ - F. ROW ROW WI ROW s) ROW OWNER KING CHRIS Account: R1164696 Parcel: 080305300043 Address: 19031 COUNTY ROAD 72 WELD Subdivision: Section: 5 Township: 6N Range: 65W Pr -ROW :1, r ROW ROW WI • • • • • Pr -$RC ., i' I iT 1 • • Pr jROW ni aI •ay.. I ROW W z; :2 r a a' $1 S _ i Pr -ROW Pr -ROW fsn,q ROW Few a — ROW ROW ROW —ma9F -tom' A —'a H ,NOWROW ROW RC'v' —: 1. —1111.1-'7111.1F- itq .40+30 I ROMIROW ROW OWNER: TANAGER INVESTMENTS LLC Account: R6922698 Parcel: 080305300048 Address- 35190 COUNTY ROAD 39 WELD Subdivision: Section: 5 Township 6N Range: 65W OWNER: MARTIN MICHAEL + JANE Account: R7535798 Parcel: 080306000031 Address. 35347 COUNTY ROAD 39 WELD Subdivision: Section 6 Township: 6N Range' 65W ROW ROW Z BO la=40. ROW ROW ROW ROW ROW ROW 41 i ',_JO I . RCW - A '¢ PO)I'CLDC WAS DOW BETWEEN THE OATES OF JANUARY 1 r - JANUARY 24 7071 AND 4111E DONE SY POWER SERVICES COMPAW. ALL SHOTS ARE TOP OF PIPE ELEVATIONS COUNTY ROAD 39 OWNER TANAGER INVESTMENTS LLC Account: R6922598 Parcel: 080305300047 Address: 35192 COUNTY ROAD 39 WELD Subdivision: Section: 5 Township: 6N Range: 65W t POINT TABLE POINT S NORTHING EASTING ELEVATION DESCRIPTION .,. :...• •. .I oh'1 attain .rMAOJ• a '4•.,11• i :•?ir; . 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R 1`1610.• ..444Mat NftII cf•.t:R. .1.. t• •411••1 I' , 401;14 *Hot? XI :: •CIS) It 4 :at Mb 4:1:R O:• I, ••t10•e tl I.II ItVI •0,141 CIS• It •421rr•: 1:4I)IM 1,11104 Ott• h '.'la•:M -.444'1 I' Iffl4 Ot•0 I. • 4)1 'P_' .• 4 '! a ♦01044 0.• ' •:a Ill I: I -a••t •' 111111 Cr[i1 re 'ga0.1n ).tin'•: •r1''.'1 OL• y • O)•W' 1:4••.'a. u,' . O[0, 0 'tiler l: •.4i a^u t/MJI T • ti• • •• . .:4: ❑ :0 •I•x• t LEGEND: ROW Pr - ROW WI K, EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY GAS LINE —OWNER 1, LEVEL 8 WATER LINE —OWNER 1, LEVEL B TELE LINE —OWNER 1, LEVEL 8 OVERHEAD ELECTRIC POTHOLE NUMBER (SEE TABLE ) NI PI ARO "JII LAIPA III O J C Z 9° wz E < 0 9• ° Z cr 3 p z P.O. Box 105 1 C43 20A IN JAL EJW 9/19/2023 Y 40' Dimsc' I 9i1- 00 ' A1uno0 p1GM 1Jap..Ioo.e put )IJ•TO 'S.ddoN ATJ1t0 00 10$ : aid a WdaG£ : Z t nZOZ/60/00 99 4O 99 d t6L£66ti I S ▪ 2.214.-- -sup 1 Ir• n; 1 OWNER: OMAHA TRACK INC Account R2700204 Parcel: 080306400040 Address: Subdivision: Section: 6 Township: 6N Range: 65W ROW! ROW ROW ROW ROW ROW Pr -ROW Pr -ROW Pr -ROW COUNTY ROAD 72 OWNER: OMAHA TRACK INC Account: R3970806 Parcel: 080306401002 Address: 18739 COUNTY ROAD 72 EATON Subdivision: KERR SUB BNONE L2 Section: 6 Township: 6N Range: 65W Pr -ROW ROW ROW Pr -ROW ROW — Pr -ROW ROW ROVE -- Pr-ROW e- 1 I -I Pl r -ROW Pr -ROW or -ROW ROW ROW' w R01 ROW ROW ROW — n uW )1414 Pr -ROW a I I Pr -ROW --- Pr -ROW KC) J /ll}LIi) Ri Pr -ROW Re}— ROW ' . ROW 71 DO Pr -Row ROW ROW ROW OWNER: J AND C INVESTMENTS LLC Account: R7535998 Parcel: 080306000033 Address: 18847 COUNTY ROAD 72 EATON Subdivision: Section: 6 Township: 6N Range: 65W OW ROW 4'124U 1 a. — Pr —ROW 7 '3apo ROW ROW Pr —ROW COUNTY ROAD 72 14100 gyn.! R: w ROW ROW R. ROW Pr —ROW ROW,. N1.15+ Sliye aGJi 7F .co- auk: Pr —ROW Pr —ROW 1 a i t 1 • Pr —ROW S _ 3" I` 44 I 4 OWNER: J AND C INVESTMENTS LLC Account: R7535998 Parcel: 080306000033 Address: 18847 COUNTY ROAD 72 EATON Subdivision: Section. 6 Township 6N Range 65W ROW 14 ROY, . •Y ✓r It 1511 8L- l •, a OWNER: KING CHRIS Account: R1164696 Parcel: 080305300043 Address: 19031 COUNTY ROAD 72 WELD Subdivision: Section: 5 Township 6N Range: 65W W OW miaow pr --ROW COUNTY ROAD 72 ROW OWNER: TANAGER INVESTMENTS LLC • Account: R6922698 Parcel 080305300048 Address: 35190 COUNTY ROAD 39 WELD Subdivision: Section: 5 Township: 6N Range: 65W ROW THE POTHOtIN3 WAS DONE BETVEEN THE DATES OF JANUARY 17 - JANUARY 24 2072 AND 15145 DONE BY POWER SERVICES COMPANY All SHOTS ARE TOP OF PIPE ELEVATIONS. ROW NOW i -_ Row — — ROW RC POINT TABLE POINT a NORTHING EASTING ELEVATION DESCRIPTION ' '4l. 4141 1 MI la 14 .:'; y, 4.64•04.21 '4I. 114 it 1I .I IV•I►I art M ' %NJ 1114[ 'I:: 4:164 164: M11 at MOO Vey' 113[1.1 • '41-. 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Ate if Mai 900011 A: C/1 5 4953791 Pages: 68 of 88 04/09/2024 12:3PM R Recorder, . d County CO Orly Koppesl Clerk III��iniel,NNWPC1Ikilinfilliiiiik Exhibit D — Form of Deed of Dedication of Public Road Right -of -Way Public Right -of -Way will be deeded and dedicated directly to the Town of Eaton upon completion of construction 4953791 Pages : 69 of 88 04/09/2024 12:35 PM R F..:$0.00 Carly Koppel', Clerk and Recorder, Weld County , CO III rJI Ph iWP'It VI liii1 EXHIBIT ossorme AP 2.0 -ovo 7O DEED OF DEDICATION FOR PUBLIC ROAD RIGHT-OF-WAY THIS DEED, made this day of , , between Omaha Track, Inc., a Nebraska corporation (referred to herein as "Grantor", whether one or more), and the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners (referred to herein as "Grantee"), whose legal address is 1150 "0" Street, Greeley, Colorado 80631: WITNESSETH: That Grantor, for and in consideration of payment made by Grantee, the receipt and sufficiency of which is hereby acknowledged, does, pursuant to Colorado Revised Statute §43-2- 201(1)(a), hereby dedicate and convey forever unto Grantee for use as a Public Road Right -of Way, that real property lying and being in the County of Weld, State of Colorado, to wit: The real property described and depicted on the attached Exhibit. EXCEPTING oil, gas, hydrocarbons, and mineral leases, liens, encumbrances, rights -of -way, easements and utilities thereto existing or of record, and RESERVING unto Grantor the mineral estate under said property, including oil, gas, hydrocarbons and any and all water rights including non -tributary and not non -tributary water currently attached to, upon, under, or associated with said property, except as required to sustain the integrity of the Public Highway. GRANTOR: Omaha Track, Inc., a Nebraska corporation o8�Fa4�C.�. � - N�Y3uu JILLIANNE GATES General Notary - State of Nebraska My Commission Expire Oct 1, Z010 STATE OF ) DogDOUGLAS ) ss. COUNTY OF NE^HD ) The foregoin ms rument was acknowledged before me this I � day of bYTetrYeAu son Witness my hand ACCEPTANCE icia seal. • r...... Zoe The County of Weld, by and through its Board of County Commissioners, hereby accepts the above dedication of property as a Public Highway (Public Right -of -Way) pursuant to C.R.S. §43-2-201(1)(a). Dated this day of ATTEST: Weld County Clerk to the Board By: , 2021. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO Deputy Clerk to the Board Chair, Board of County Commissioners *No Deed of Dedication is valid until accepted by the Board of County Commissioners pursuant to C.R.S. 43-2-201(1)(x). 4953791 Pages: 70 of 88 04/09/2024 12:35 PM R Fee:a0.00 Carly Koppea, Clerk and Recorder, Wild County CO EXHIBIT -A PROPERTY DESCRIPTION A PARCEL OF LAND, LOCATED IN THE SOUTHEAST ONE -QUARTER OF SECTION 6, TOWNSHIP 6 NORTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, SAID PARCEL BEING A PORTION OF HICKMAN ANNEXATION #2 FILED IN THE WELD COUNTY CLERK AND RECORDERS OFFICE UNDER RECEPTION NO. 3134245 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 6, TOWNSHIP 6 NORTH, RANGE 65 WEST, DESCRIBED AS SHOWN AND IS BASED ON A GRID BEARING OF THE SOUTH LINE OF SAID SOUTHEAST ONE -QUARTER AS BEARING NORTH 88'31'12" WEST, A DISTANCE OF 2649.09 FEET, TO THE SOUTH ONE -QUARTER CORNER OF SECTION 6, TOWNSHIP 6 NORTH, RANGE 65 WEST, ALSO DESCRIBED AS SHOWN; THENCE ALONG THE SOUTH LINE OF SAID SOUTHEAST ONE -QUARTER NORTH 88'31'12" WEST, A DISTANCE OF 1792.53 FEET; THENCE DEPARTING SAID SOUTH LINE NORTH 01'28'48" EAST, A DISTANCE OF 30.00 FEET, TO A POINT ON THE NORTH RIGHT-OF-WAY OF COUNTY ROAD 72 AS DESCRIBED IN THAT ROAD PETITION FILED IN THE WELD COUNTY CLERK AND RECORDERS OFFICE UNDER RECEPTION NO. 21281, SAID POINT BEING THE TRUE POINT OF BEGINNING, THENCE ALONG SAID NORTH RIGHT-OF-WAY NORTH 88'31'12" WEST, A DISTANCE OF 215.90 FEET, TO A POINT ON THE EASTERLY PROPERTY LINE OF THE UNION PACIFIC RAIL ROAD; THENCE DEPARTING SAID RIGHT-OF-WAY AND ALONG SAID EASTERLY PROPERTY LINE NORTH 08'48'11" WEST, A DISTANCE OF 88.42 FEET; THENCE DEPARTING SAID PROPERTY LINE SOUTH 88'31'12" EAST, A DISTANCE OF 108.00 FEET; THENCE SOUTH 53'23'52" EAST, A DISTANCE OF 151.22 FEET, TO THE TRUE POINT OF BEGINNING, SAID PARCEL CONTAINS 14,089.75 sf. OR 0.32 ac. MORE OR LESS. THE ABOVE DESCRIPTION WAS PREPARED BY DANIEL R. HOLMES, SURVEYOR IN AND FOR WELD COUNTY, COLORADO. DANIEL R. HOLMES PLS 38213 4983791 Pages: 71 of 88 04/09/2024 12:35 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO fill�k � I+� h��' rl�'��iil�vl� 11111 RIGHT OF WAY ACQUISITION OMAHA TRACK INC. WELD COUNTY, COLORADO WELD COUNTY DEPARTMENT OF PUBLIC WORKS WCR 72 RR CLOSURE PROJECT PROJECT NO: BIL-67 ISCALE: DRAWN BY: DRHJSHEET: I of 2 EXHIBIT -A LINE TABLE LINE L1 L2 BEARING DISTANCE NO1'28'48"E N88'31.1 2"W NO8'48'11 "W S88'31'12"E S53'23'52"E 30.00' 215.90' 88.42' 108.00' 151.22' L3 L4 L5 UNION PACIFIC T- RAIL ROAD ROAD RIGHT-OF-WAY VACATED BY RESOLUTION REC#4435071 OCT. 01, 2018 L3 SE 1/4 S6-T6N-R65W OMAHA TRACK INC. PARC.#080306400040 RECP.#4086162, 2-26-2015 HICKMAN ANNEXATION #2 RECP.#3134245, 12-10-2003 4 RIGHT—OF—WAY ACQUIRED 14,089.75 of. OR 0.32 ac.± L5 N8811 "1 2" W 2649.09' r L2 SAS Or —BEARING T�� ✓il SOUTH 1/4 COR. S6-76N-R65W FND 3 1/4" ALUM. CAP LS22098 2003 RIGHT OF WAY ACQUISITION OMAHA TRACK INC. WELD COUNTY, COLORADO EXISTING 6 RIGHT-OF-WAY REC#21281 JULY 26, 1886 SUBJECT TO DITCH IN SECTION 7 QUIN M. LLC L1 .0.6. P.O.C. SE COR. S6-T6N-R65W FND 3 1/4" ALUM. CAP LS7242 1993 IN MON. BOX N88'31'1 2"1,V 1/22. NE 1/4 S7-T6N-R65W NOTE: THIS EXHIBIT MAP DOES NOT REPRESENT A MONUMENTED LAND SURVEY OR LAND SURVEY PLAT. IT IS INTENDED TO ILLUSTRATE THE ATTACHED PROPERTY DESCRIPTION ONLY. 1861 ..�,► WELD COUNTY DEPARTMENT OF PUBLIC WORKS WCR 72 RR CLOSURE PROJECT PROJECT NO: BIL-67 I SCALE: 1,100 DATE: 7-10-20 (DRAWN BY: DRHISHEET: 2 of 2 4921247 Pages: 1 of 4 09/18/2023 03:28 PM R Fee:$28.00 D Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ■�� '� �� 1' ��'� ��I ��i�� ivi NM 11111 WARRANTY DEED THIS DEED is dated September 7, 2023, and is made between Janssen Farms, LLC, a Limited Liability Company, the "Grantors", whose address is 13510 Highway 14, Ault, CO 80610 County of Weld and State of Colorado, and Omaha Track, Inc. a Nebraska Corporation, the "Grantee," whose legal address is 12930 I St. Omaha, NE 68137. EXHIBIT a pt P VC r O0 0 7O WITNESS, that the Grantor, for and in consideration of the sum of TEN DOLLARS, ($10.00), the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains, sells, conveys and confirms unto the Grantee and the Grantee's heirs and assigns forever, all the real property, together with any improvements thereon, located in the County of Weld and State of Colorado, described as follows: See attached Exhibit "A" also known by street address as: a portion of 34770 County Road 39 and assessor's schedule or parcel number: 080308000005 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee and the Grantee's successors, heirs and assigns forever. The Grantor, for the Grantor and the Grantor's successors, heirs and assigns, does covenant, grant, bargain, and agree to and with the Grantee, and the Grantee's successors, heirs and assigns: that at the time of the ensealing and delivery of these presents, the Grantor is well seized of the premises above described; has good, sure, perfect, absolute and indefeasible estate of inheritance, in law and in fee simple; and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid; and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature whatsoever, except and subject to: none; or /1 the following matters: ■ Excepts from the subject property described herein in the attached Exhibits, the mineral estate and including all coal, oil, gas and other hydrocarbons, and all clay and other valuable mineral in and under said subject property. The GRANTOR hereby covenants and agrees that the GRANTEE shall forever have the right to take and use, without payment of further compensation to the GRANTOR, any and all sand, gravel, earth, rock, and other road building materials found in or upon said subject property and belonging to the GRANTOR; and The GRANTOR further covenants and agrees that no exploration for, or development of any of the products, as described above, and owned by the GRANTOR heretofore or hereafter the date set forth above and hereby excepted will ever be conducted on or from the surface of the premises described in the attached Exhibits, and that in the event any of such operations may hereafter be carried on beneath the surface of said premises, the GRANTOR shall perform no act which may impair the subsurface or lateral support of said premises. These covenants and agreements hereunder, shall inure to and be binding upon the GRANTOR and its heirs, personal and legal representatives, successors and assigns forever. And the Grantor shall and will WARRANT THE TITLE AND DEFEND the above described premises, in the quiet and peaceable possession of the Grantee and the successors, heirs and assigns of the Grantee, against all and every person or persons claiming the whole or any part thereof. [Signature Page Follows] 4953791 Pages: 73 of 88 04/09/2024 12:35 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III FM rivaretatt Vk No. 932A. Reif. 10-09. WARRANT ANTI' DEED (Pa n) i4021247 Pages: 2 of 4 lyOKal,91: end e o der:,2We10tl COounsy,sti 00 VIIIIN��I�+�+'�l4r�i�9k'I 11A4.0x111fIlialilei Lk II III IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth above. GRANTOR: Janssen Farm/ssQLLC, a Limited Liability Company By: Ile, 1/ ( .1 Title: i,y(.,(,'- STATE OF COLORADO ) COUNTY OF WELD ) ss. The foregoing instrument was acknowledged before me this 7th day of September , 2023, by for Janssen Farms LLC, a Limited Liability Company as grantor. Witness my hand and official seal. My commission expires: /-,-/ 2(49 KERRI L. ALLISON Notary Public State of Colorado NotaryIDN2o144 1937 My Commission Expires 111-14-2021, 4a4a- Notary Public 4983791 Pages: 74 of 88 04/08/2024 12:35 PM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO �� I PjI'III INISoh 1x44MU Ili III II 4921247 Pages: 3 of 4 09/18/2023 a 18/2 Koppes, ind R orrdderr,2Weld C unit ;$0000 VIII IYUcInlidil hgI 16111111 EXHIBIT A PARCEL DESCRIPTION A parcel of land, situate in the Northwest Quarter (NW1/4) of Section Eight (8), Township Six North (T.6N.), Range Sixty-five West (R.65W.) of the Sixth Principal Meridian (6th P.M.), County of Weld, State of Colorado and being more particularly described as follows: COMMENCING at the Northwest Corner of said Section 8 and assuming the North line of said Northwest Quarter as bearing South 86°28'27" East a distance of 2665.16 feet and with all other bearings contained herein relative thereto; THENCE South 86°28'27" East, along said North line, a distance of 30.07 feet; THENCE South 00°19'07" East a distance of 30.07 feet to the south Right of Way (ROW) of Weld County Road 72 and the POINT OF BEGINNING; THENCE South 86°28'27" East, along said south line, a distance of 217.99 feet; THENCE South 81°20'10" West a distance of 142.88 feet; THENCE South 59°39'25' West a distance of 87.93 feet to the East Right of Way of Weld County Road 39; THENCE North 00°19'07" West, along said East line, a distance of 79.35 feet to the POINT OF BEGINNING. Said described parcel of land contains 6,309 Square Feet or 0.145 Acres, more or less (4). SURVEYORS STATEMENT I, Steven Parks, a Colorado Licensed Professional Land Surveyor do hereby state that this Parcel Description was prepared under my personal supervision and checking, and that it is true and coned to the best of my knowledge and belief F+T rrrr rrrr NAN PqR Steven Parks - on behalf of Majestic Surveying, LLC Colorado Licensed Professional Land Surveyor #38348 r MAJESTIC SURVEYING 1111 Diamond Valley Drive, Suite 104 Windsor, Colorado 80550 4953791 Pages: 75 of 88 04/09/2024 12:36 PM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO NUrOgr I %ILANWIC II Z:\projects\2022120223991DESC1Southeast WCR 39-72 ROW.docPage 1 of 2 ROW NW1/4 Section 8, T.6N., R.65W. S86'28'27"E 30.07' POINT OF BEGINNING EXHIBIT A POINT OF COMMENCEMENT NORTHWEST CORNER SECTION 8, T.6N, R.65W >993>COUN7YROAD 72 REO no 4>Z>?3, Page 2 of 2 NORTH QUARTER CORNER (BASIS OF BEARINGS) SECTION 8, T.6N, R.65W _ _ S86'28'27"E 2665.16' '19 60' RO#' i""-30500.07'07E UN LDCOUAJ7yROAD72 S8628'27*E 217.99' SUBJECT PARCEL 6,309 SQ. Fr. 0.1 45 ACRES Note: This drawing does not represent a monumented land survey. Its sole purpose is a graphic representation of the accompanying written description. Notice: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. (CRS 13-80-105) 3,770 COUNTY ROAD 39 REC. NO.4603051 4921247 Pages: 4 of 4 09/18/2023 03:28 PM R Fee:028.00 D Fee:00.00 Carly Koppes, Clerk and Reoorder, Weld County , CO �� I ��I�GILw�LtI�IIGI�f� k9AIVAINrll/U.11 Ill III ,diiiiiii MAJESTIC SURVEYING Steven Parks, PLS 38348 On behalf of Majestic Surveying, LLC PROJECT NO: 2022399 CLIENT: GOODELL DATE: 10-7-2022 SCALE: 1"=50' 4953791 Pages: 76 of 88 04/09/2024 12:35 PM R Fee:50.00 Carly Koppes, Clerk and Recorder, Weld County , CO IIIIIll K'.II��l�fi I I Iiki %Wvh 1111 4913943 Pages: 1 of 4 08/08/2023 12:43 PM R Fee:$28.00 D Fee:30.00 Carly Koppea, Clerk and Recorder, Weld County , CO 111111 WARRANTY DEED THIS DEED is dated 7 ,. 3 , and is made between J and C Investments LLC, a Colorado Limited Liability pany, the "Grantors", whose address is 18847 County Road 72, Eaton, CO 80615 County of Weld and State of Colorado, and Omaha Track, Inc. a Nebraska Corporation, the "Grantee," whose legal address is 12930 1St Omaha, NE 68137. WITNESS, that the Grantor, for and in consideration of the sum of TEN DOLLARS, (S10.00), the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains, sells, conveys and confirms unto the Grantee and the Grantee's heirs and assigns forever, all the real property, together with any improvements thereon, located in the County of Weld and State of Colorado, described as follows: See attached Exhibit "A" also known by street address as: a portion of 18847 County Road 72 and assessor's schedule or parcel number: 080306000033 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee and the Grantee's successors, heirs and assigns forever. The Grantor, for the Grantor and the Grantor's successors, heirs and assigns, does covenant, grant, bargain, and agree to and with the Grantee, and the Grantee's successors, heirs and assigns: that at the time of the ensealing and delivery of these presents, the Grantor is well seized of the premises above described; has good, sure, perfect, absolute and indefeasible estate of inheritance, in law and in fee simple; and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid; and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature whatsoever, except and subject to: ❑ none; or ® the following matters: Excepts from the subject property described herein in the attached Exhibits, the mineral estate and including all coal, oil, gas and other hydrocarbons, and all clay and other valuable mineral in and under said subject property. The GRANTOR hereby covenants and agrees that the GRANTEE shall forever have the right to take and use, without payment of further compensation to the GRANTOR, any and all sand, gravel, earth, rock, and other road building materials found in or upon said subject property and belonging to the GRANTOR; and The GRANTOR further covenants and agrees that no exploration for, or development of any of the products, as described above, and owned by the GRANTOR heretofore or hereafter the date set forth above and hereby excepted will ever be conducted on or from the surface of the premises described in the attached Exhibits, and that in the event any of such operations may hereafter be carried on beneath the surface of said premises, the GRANTOR shall perform no act which may impair the subsurface or lateral support of said premises. These covenants and agreements hereunder, shall inure to and be binding upon the GRANTOR and its heirs, personal and legal representatives, successors and assigns forever. And the Grantor shall and will WARRANT THE TITLE AND DEFEND the above described premises, in the quiet and peaceable possession of the Grantee and the successors, heirs and assigns of the Grantee, against all and every person or persons claiming the whole or any part thereof THIS DEED IS BEING RERECORDED TO CORRECT THE LEGAL DESCRIPTION [Signature Page Follows' 4927622 Pages: 1 of 4 10/25/2023 02:14 PM R Fee:$28.00 D Fee:$0.00 Carly Koppea, Clerk and Recorder, Weld County CO VIII11'ORRMUM MIA 11111 4953791 Pages, 77 of 88 04/09/2024 12:35 PM R Fee:$0.00 Carly Koppee, Clerk and Recorder, Weld County , CO VIII INlF.rlCRIVriVIIILIVI I`IliA313411NiWi 11111 4913943 Pages: 2 of 4 08/08/2023 12:43 PM R Fee:$28.00 D Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO VIII lirdENVi 'Vlek Waif �t��lR#Irk Yl�h �I II IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth above. GRANT J and aunts LLC, a Colorado mited Liability Company By: 4(./ STATE OF COLORADO ) COUNTY OF WELD ) Ti ss. The foregoing instrument was acknowledged before me this : day of 2023, by 14411— W. 404_10as for J and C investments LLC, a Colorado Limited Liability Company as Ranter. Witness my hand and official seal. My commission expires: / • id , KERRI L. ALLISON Notary Public State of Colorado Notary 1D # 20144001937 My Commission Expires 01-94-2026 Notary Public d 016.4„. 4927622 Pages: 2 of 4 10/25/2023 02:14 PM R Fee:$28.00 D Fee :$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO VIII I��11 E'u'taldYh'I�R I I:01W !IN ilk 11111 4953791 Pages: 78 of 88 04/09/2024 12:35 PM R F..:$0.00 Carly Keepas, Clerk and Recorder, Weld County , CO MET �'�Y l M 'NI�O '� h Bill 4927622 Pages: 3 of 4 10/25/2023 02:14 PM R Fee:$28.00 D Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO 11111 EXHIBIT A PARCEL DESCRIPTION A parcel of land, being part of that parcel as described in the Special Warranty Deed recorded September 17, 2015 at Reception No. 4142970 of the Weld County Clerk & Recorder (WCCR), situate in the Southeast Quarter (SE1/4) of Section Six (6), Township Six North (T.6N.), Range Sixty-five West (R.65W.) of the Sixth Principal Meridian (6th P.M.), Town of Eaton, County of Weld, State of Colorado and being more particularly described as follows: COMMENCING at the Southeast Corner of said Section 6 and assuming the South line of said SE1/4 as bearing North 88°31'10" West, a distance of 2649.12 feet and with all other bearings contained herein relative thereto; THENCE North 00°25'17" West, along the East line of said SEI/4, a distance of 30.02 feet; THENCE North 88°31'10" West, a distance of 30.02, feet to the West Right of Way (ROW) of Weld County Road 39 to the POINT OF BEGINNING; THENCE North 88°31'10" West, along the North ROW of Weld County Road 72, a distance of 43.04 feet; THENCE North 22°48'23" East a distance of 58.37 feet; THENCE North 00°25'17" West a distance of 405.09 feet; THENCE South 89°34'43" West a distance of 10.00 feet; THENCE North 00°25'17" West a distance of 165.88 feet to the North line of said Reception No. 4142970; THENCE South 57°01'20" East, along said North line, a distance of 35.93 feet to the West ROW of Weld County Road 39; THENCE South 00°25'17" East, along said West line, a distance of 606.25 feet to the POINT OF BEGINNING. Said described parcel of land contains 14,502 Square Feet or 0.333 Acres, more or less (±). SURVEYORS STATEMENT I, Steven Parks, a Colorado Licensed Professional Land Surveyor do hereby state that this Parcel Description was prepared undermy personal supervision and checking, and that it is true and correct to the best of my knowledge and belief Steven Parks - on behalf of Majestic Surveying, LLC Colorado Licensed Professional Land Surveyor #38348 MAJESTIC SURVEYING 1111 Diamond Valley Drive, Suite 104 Windsor, Colorado 80550 Z5projecs\2022\2022399\DESC\10-17-2023\Northwest WCR 39-72 ROW - East.doc Page 1 of 2 ROW SEIl4 Section 6, T.6N., R.65W. Note: This drawing does not represent a monurnented land survey. Its sole purpose is a graphic representation of the accompanying written description. EXHIBIT A Notice: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon, (CRS 13-80-105) 4927622 Pages: 4 of 4 Carly Kopp.,OClerk and Recorderr,2Weld County .$0000 �; `� 1111 IN��1l1111�Ih ��lilfi'I C4� 1 %��Wi�Ni� I Li IBM �mw 0� O Nmt �a N~ rte LINE TABLE LINE BEARING LENGTH L1 600'25'17"W 30.02' L2 988'31'10"W 30.02' L3 N88'31'10"W 43.04' L4 N22'48'23"E 58.37' L5 089'34'43"W 10.00' L6 S57'01'20"E 35.93' SOUTH QUARTER CORNER SECTION 6, T.6N, R.65W Steven Parks, PLS 38348 On behalf of Majestic Surveying, LLC 18847IXX/NTYROAD72 REC. NO.4142970 SUBJECT PARCEL 14,502 sQ. Fr. 0.333 ACRES L5 W i, a v 2 WELD COUNTY ROAD 72 L3 688'31'10"W 2649.12' POINT OF— _ BEGINNING (BASIS OF BEARINGS) _ - POINT OF COMMENCEMENT SOUTHEAST CORNER SECTION 6, T.6N, R.65W Page 2 of 2 PARCEL M. 080808/00040 H/ClafANANNEXAT/0N#f REC. NO, 4038182 NON COUNTY ROAD 72 Rea 60.4121234 60' ROIV L1 MAJESTIC SURVEYING PROJECT NO: 2022399 CLIENT: GOODELL DATE: 10-17-2023 SCALE: 1,100' 4916164 Pages: 1 of 4 08/21/2023 09:40 qM R Fee:$28.00 D Fee:$0.00 Carly Koppes, G1erk and Recorder- Weld County , CO f'dR rr%i�5lrill. W, ,1 PiMlhi 1144 ai III I) WARRANTY DEED THIS DEED is dated and is made between Quin M. LLC, a Limited Liability Company, the " ntors", whose address is P.O. Box 22, Lucerne, CO 80646 County of Weld and State of Colorado, and Omaha Track, Inc. a Nebraska Corporation, the "Grantee," whose legal address is 12930 I St. Omaha, NE 68137. WITNESS, that the Grantor, for and in consideration of the sum of TEN DOLLARS, ($10.00), the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains, sells, conveys and confirms unto the Grantee and the Grantee's heirs and assigns forever, all the real property, together with any improvements thereon, located in the County of Weld and State of Colorado, described as follows: See attached Exhibit "A" also known by street address as: a portion of 34625 County Road 39 and assessor's schedule or parcel number: 080307100013 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee and the Grantee's successors, heirs and assigns forever. The Grantor, for the Grantor and the Grantor's successors, heirs and assigns, does covenant, grant, bargain, and agree to and with the Grantee, and the Grantee's successors, heirs and assigns: that at the time of the ensealing and delivery of these presents, the Grantor is well seized of the premises above described; has good, sure, perfect, absolute and indefeasible estate of inheritance, in law and in fee simple; and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid; and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature whatsoever, except and subject to: ❑ none; or ® the following matters: Excepts from the subject property described herein in the attached Exhibits, the mineral estate and including all coal, oil, gas and other hydrocarbons, and all clay and other valuable mineral in and under said subject property. The GRANTOR hereby covenants and agrees that the GRANTEE shall forever have the right to take and use, without payment of further compensation to the GRANTOR, any and all sand, gravel, earth, rock, and other road building materials found in or upon said subject property and belonging to the GRANTOR; and The GRANTOR further covenants and agrees that no exploration for, or development of any of the products, as described above, and owned by the GRANTOR heretofore or hereafter the date set forth above and hereby excepted will ever be conducted on or from the surface of the premises described in the attached Exhibits, and that in the event any of such operations may hereafter be carried on beneath the surface of said premises, the GRANTOR shall perform no act which may impair the subsurface or lateral support of said premises. These covenants and agreements hereunder, shall inure to and be binding upon the GRANTOR and its heirs, personal and legal representatives, successors and assigns forever. And the Grantor shall and will WARRANT THE TITLE AND DEFEND the above described premises, in the quiet and peaceable possession of the Grantee and the successors, heirs and assigns of the Grantee, against all and every person or persons claiming the whole or any part thereof. [Signature Page Follows) 4953791 Pages: 81 of 88 04/09/2024 12:35 PM R Fee:$0.00 Carly Kopp., Clerk and Recorder, Wald County , CO NP,dint II no. aaon. uci. to ui. wnttttern s r wt' v (row el N 4916164 Pages: 2 of 4 08/21/2023 09:40 Ca R Fee:$28.00 D Fee:$0.00 Carly Koppes: Clerk and Recorder, Weld County CO �IIIFdli,2,P4+ 4ChFJ LArkaY,i0i171014FlY A VII IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth above. GRANTOR: Quin M. LLC, a Limited LiabilityCompany By: r)g., C/Gy}/ze•� C?yak Title: oe.✓-, STATE OF COLORADO ) COUNTY OF WELD ) ss. litThe foregoing instrument was acknowledged before me this !� day of , 2023, by . tias %� 412S for Quin M. LLC, a Limited Co Liability mpany as grantor. _ Witness my hand and official seal. My commission expires: J ' /dI'2LD ry Public 49;13791 Pages: 82 of 88 04/09/2024 12:35 PM R F..:$0,00 Carly Koppea, Clark and Recorder, Wald County , CO Mrdi'l!h it, JR Krh WOW 11111 rJ...'1JAA. R.., tU U'/. W ARIIAN 11' ULLU (ILR.. l et i} 4916164 Pages: 3 of 4 08/21/2023 09:40 AM R Fee:$28.00 D Fee:80.00 Carly Koppes, Clerk and Recorder, Weld County , CO ■III MIRE riVICIAN.L0 116 it EXHIBIT A PARCEL DESCRIPTION A parcel of land, situate in the Northeast Quarter (NE1/4) of Section Seven (7), Township Six North (T.6N.), Range Sixty-five West (R65W.) of the Sixth Principal Meridian (6th P.M.), County of Weld, State of Colorado and being more particularly described as follows: COMMENCING at the Northeast comer of said Section 7 and assuming the North line of said Northeast Quarter as bearing North 88°31'10" West a distance of 2,649.12 feet and with all other bearings contained herein relative thereto; THENCE North 88°31'10" West, along said North line, a distance of 30.01 feet; THENCE South 00°19'07" East a distance of 30.01 feet to the Southerly Right of Way (ROW) of Weld County Road 72 and the POINT OF BEGINNING; THENCE South 00°19'07" East, along the West ROW of Weld County Road 39, a distance of 1,415.19 feet; THENCE South 89140'53" West a distance of 5.00 feet; THENCE North 02'417'30" West a distance of 435.65 feet; THENCE North 03°01'43" West a distance of 211.49; THENCE North 89°50'2T' West a distance of 10.00 feet; THENCE North 00°45'10" West a distance of 659.56; THENCE North 35°34'47" West a distance of 56.74; THENCE North 88°31'10" West a distance of 505.22 feet; THENCE North 01°28'50" East a distance of 15.00 feet; THENCE North 88°31'10" West a distance of 107.76 feet; THENCE North 0l°28'50" East a distance of 15.00 feet; THENCE North 86°33'34" West a distance of 730.95 feet; THENCE North 88°31'10" West a distance of 337.56 feet; THENCE North 01°28'50" East, a distance of 10.00 feet, to the South ROW of Weld County Road 72; THENCE South 88°31'10" East, along said South ROW, a distance of 1,756.81 feet, to the POINT OF BEGINNING. Said described parcel of land contains 104,535 Square Feet or 2.400 Acres, more or less (f). SURVEYORS STATEMENT I, Steven Parks, a Colorado Licensed Professional Land Surveyor do hereby state that this Parcel Description was prepared under my personal supervision and checking, and that it is true and correct to the best of my knowledge and belief. Steven Parks - on behalf of Majestic Surveying, LLC Colorado Licensed Professional Land Surveyor #38348 MAJESTIC SURVEYING 1111 Diamond Valley Drive, Suite 104 Windsor, Colorado 80550 4863781 Pages: 83 of 88 04/09/2024 12:35 PM R Fee:$0.00 Carly Kopp., Clark and Recorder, Wald County , CO Z:lprojects\ 2022\ 20273991DESC1snitsast WCR39-72 REVISED (I1-7-22).doc Page 1 of ROW NE 1/4 Section 7, T.6N., R.65W. NORTH QUARTER CORNER SECTION 7, T.6N., R.65W. EXHIBIT A (BASIS OF BEARINGS) 60'ROlY — N88'31'10"W 2649.12'- - - - - - - -�� '588'31'10'E 1756.81' — WEZOCOUNTY ROAD72 — -L2 Page 2 of 2 POINT OF COMMENCEMENT NORTHEAST CORNER SECTION 7, T.6N., R.65W. N88 31.10.W 337.56' N8633'34'W 730.95 LINE TABLE UNE BEARING LENGTH L1 N88 -31'10'W 30.01' L2 S00'19'07'E 30.01' L3 S89.40.53, 5.00' L4 N89'50'27'W 10.00' L5 N35'34'47"W 56.74' L6 N01'28'50"E 15.00' L7 N8831'10'11 107.76' L8 NO118.50'E 15.00' L9 N01 -28'50'E 10.00' POINT OF BEGINNING-' L8 L7 N8831'10'W 505.22' 4 SUBJECT PARCEL — 104,535 st, Fr. 2.400 ACRES as�sccourorreneo.� � ,vtz �nsa 50' RON NO3'01'43'W, 211.49' N0217.30"W 435.65' 4916164 Pages: 4 of 4 08/21/2023 09:40 AM R Fee:$28.00 D Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO VIII �U�1t*��GC�h�'I C1�4� I ali101 i11 I lig 11 III Note: This drawing does not represent a monumented land survey. Its sole purpose is a graphic representation of the accompanying written description. Notice: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you fast discover such defect In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. (CRS 13-80-10, MAJESTIC SURVEYING PROJECT NO: 2022399 CLIENT: GOODELL DATE: 11-8-2022 SCALE: 1"=200' Steven Parks, PLS 38348 On behalf of Majestic Stuveying, LLC N EXHIBIT IA Exhibit G PIPELINE RIGHT-OF-WAY GRANT WITH RECEIVER/VALVE SITE AP ZO -00070 FOR AND IN CONSIDERATION OF amounts described in the Improvements Agreement in Part I Section D.1.0 between Weld County and Omaha Track Inc. For the pipeline to be constructed under the terms hereof, to be paid after a survey establishing the route of the line has been completed, and before construction is commenced, the undersigned property owner, Omaha Track, Inc., Nebraska corporation 12930 "I" Street Omaha, Nebraska 68137 hereinafter referred to as "Grantor" (whether one or more) does hereby grant, sell, convey, and warrant to DCP Midstream, LP, whose local address is 3026 4th Avenue, Greeley, CO 80631, its successors and assigns, hereinafter referred to as "Grantee", the right, privilege and easement, Fifty (50) feet in width for construction and a permanent non-exclusive easement of Thirty (30) feet in width, for the purpose of a single pipeline and from time to time of constructing, operating, inspecting, maintaining, protecting, repairing, replacing, changing the size of, and removing a single pipeline with above ground valve ReceiverNalve Site or other appurtenances, for the transportation of oil, gas, petroleum products, water, and any products and derivatives of any of the foregoing, and any combinations and mixtures of any of the foregoing, upon and along a route to be selected by Grantee on, and through the following described land located in WELD County, State of COLORADO, to wit: Township 6 North, Ranee 65 West of the 6th P.M. Section 6: Part of the SE1/4 being more particularly described as Hickman Annexation #2; and Part of the SE '/a being more particularly described as Hickman Annexation #1. Said pipeline easement being more particularly described on Exhibit "A" attached hereto and made a part hereof. Together with the right of ingress and egress to and from said pipeline and valve site, or any of them, on, over and across said land and adjacent land of Grantor. It is agreed that the pipeline to be laid under this grant shall be constructed a minimum depth of forty-eight (48) inches below the surface of the ground to permit normal cultivation at the time of construction, and Grantor shall have the right to fully use and enjoy the above -described premises subject to the rights herein granted. Grantor may construct and maintain, or grant or convey the right to any other person, to construct and maintain, streets or roadways over and/or through and across the lands embraced in said easement hereby granted, provided, however, that Grantor, its successors or assigns shall not use said right so as to materially impair Grantee's rights to use the easements for the purposes herein granted. Grantee agrees to reclaim those lands disturbed during construction as nearly as practicable to its original condition and reseed the same as soon as possible. Grantee agrees to water settle trench to prevent pipeline settling. Upon completion of the pipeline installation and reseeding activities, said temporary construction easement shall terminate. Grantee shall have the right to clear all trees, undergrowth and other obstructions from the herein granted right-of-way, and Grantor agrees not to build, construct or create any buildings, structures or engineering works on the herein granted right-of-way that will interfere with the normal operation and maintenance of said line. Grantee agrees to pay to the owners and to any tenant, as their interests may be, any and all damages to crops, timber, fences, drain tile, or other improvements on said premises or any adjacent property that may arise from the exercise of the rights herein granted; provided, however, that after the pipeline has been constructed hereunder, Grantee shall not be liable for damages on the easement for removal of trees, undergrowth, and brush in the exercise of the rights herein granted. Grantee shall, however, be liable after completion of the pipeline construction for damages caused by Grantee to fences, drain tile, or other improvements in the course of Grantee's maintenance, repair or replacement of the pipeline, valves site or other Grantee improvements, or while removing trees, undergrowth or brush. Any payment due hereunder may be made direct to the said Grantor or any one of them. The initial consideration paid by Grantee to Grantor includes any and all damages that may be sustained by original construction of the pipeline within the easement area, including without limitation, cutting trees and damages to surface, fences or any other property owned by Grantor. If the property is leased, Grantee will settle actual damages with the tenant. The terms, conditions, and provisions of the contract shall extend to and be binding upon the heirs, executors, administrators, personal representatives, successors, and assigns of the parties hereto. The easement and rights herein granted may be leased or assigned in whole or in part. TO HAVE AND TO HOLD said easement, rights, estates, and privileges unto Grantee, its successors and assigns, as long as said easement is used for the purposes granted herein. IN WITNESS WHEREOF, Grantor has executed this instrument thisJQ day of signed, sealed and delivered in the presence of Omaha T : ' c., IAebraska corporation Name ACKNOWLEDGEMENT STATE OF COUNTY OF ss. 2022 Before Me, the ' dersig¢gd, a otary Public in and for said County and State, on this day personally appeared, known to me to be the same person(s) who executed the within and foregoin '.+ a and acknowledged to me that , e' executed the same as £ free and voluntary act and deed for the ' e oses and consideration therein expressed. Given Under My Hand and Seal of Office, this ,cloy of , A.D. 2022. &aloofHeOrash— Gene. N.YSKIN JAWS MY Expires My commission expires: 4953791 Pages: 88 of 88 04/09/2024 12:35 PM R F..:$0.00 Carly Koppee, Clark and Recorder, Wald County , CO 1111 .r�1�I�� I��LR�til.�'�'1 ilk till Notary UNION PACIFIC RAILROAD 60 ROAD RIGFf(OF-WAY VACATED BY RESOLUTION REC. N0. 4435071 vs _ 1/4 CORNER SEC 6/SEC 7 3.25" ALUM, CAP 'PLS 22098 (SURVEY TIE TO B.O.L. N 79'28'56" E 638.95') 'EXISTING PIPELINE �/—TO REMAIN IN PLACE ....L SE1/4 SECTION 6 HORIZONTAL ALIGNMENT T6N R65W 6TH PM OMAHA TRACK INC. REC. N0. 4086162 RELOCATED 10'X20' VALVE SITE A) 0+00 B.O.L. S 88'35'39" E 92.26' (A) 0+92.26 PI 90'58'26" Right S 02'22'47" W 102.48' 1+94.74 E.O.L. 1 11± IGHT-OF-WAY ACQUIRED i+08.26� EXISTING PIPELINE PARCEL LINE � TO BE REMOVED PROPOSED ' \J4 PIPELINE 1+94.74 E.O.L EXISTING VALVE - SITE J TO BE RELOCATED EXISTING PIPELINE NOTES stated wid 5.) Thie E Bellvue, Cf rt was prepare )512. y~�jKZ$EMAfN IN PLACE - r^,'' pppp /y�t� yWrELD COUNN/T�Y RD 72 60' ROAD ,706.1a—f)F'—WAY REC. N0. 21281 cluding pipelines) were determined from visible surface evidence. 7hasa locations, if shown, may no sr uUli6es not shown may exist. All ulllilias ore to ba identified and marked by others prior to excavation. and dimensions shown hereon ore boxed on coordkwtea tram the 'Colorado coordinate system of 1983 Title 38 C.R.S.) A,N,A. 'grid; derived from R.7.K. G.P.S. techniques and/or the Online Positioning User Combined factor (CF)=0.999740100; 1/CF=}.0002594573 ow you must commence any legal octlon bused upon any detect in this survey within three years In no event may any action based upon any defect in this survey to commenced more than ten �tion shown hereon. pipeline may or may not be the centerline of the grunted easement. In any avant the (ull hall be loroted on lond(e) of Grantor to accommodate the pipeline. M. curse, PLS 3BJ54, for and on beM1olf of Centerline Surveying, LLC 7200 McMumy Ranch Rd, I be CENTERLINE SURVEYING LLC 50' SCALE: A 8 5 -r PROPOSED PIPELINE WCR 72 _ j- SECTION MAP 1"=1/2 MILE LEGEND BERM/GUARD FENCE — — — EXISTING PIPELINE 7�8 3.25" ALUM. CAP PLS 7242. (SURVEY 71E 19)31.001') O E.O.L. N 87'36'56" w 1933.00') SEt/4 SECTON 6 T6N R65W 6TH PM WELD COUNTY EXHIBIT "A" EMPOSED PIPELINE 86.48 FT dcp SCALE: 1"=50' DRAWN BY: BMT JOB NO.: 20023 DATE: 07/13/20 DATE REVISED: 02/24/22 AFE: 710005496 WELD COUNTY ROAD 72 WCR 72 PIPELINE de VALVE SITE RELOCATION SEI/4 SEC. 8 T65 R65W 6TH PM WELD COUNTY (SHEET UNION PACIFIC RAILROAD 60' ROAD RIGHT-OF-WAY VACATED BY RESOLUTION REC. N0. 4435071 4, 1,1 _ 1/4 CORNER SEC 6/SEC 7 3.25" ALUM. CAP 'PLS 22098 (SUOVER TIE TO 8.01. N 79'28'56" E 638.95') EXISTING PIPELINE ✓-TO REMAIN IN PLACE SE1/4 SECTION 6 PORI20NTAL ALIGNMENT T6N R65W 6TH PM OMAHA TRACK INC. REC. N0. 4086162 +DO 8.0.9.. PROPOSED RELOCATED 10'620' PIPELINE /-VALVE SITE 6•f 111; EXISTING PIPELINE 70 BEIREMOVED 147 EXISTING VALVE S TO BE RELOCATEDITE 2T:117IPELINE IN PLACE 1+08.26 PARCEL UNE \ 1+94.74 E.O.L. WELD COUNTY RD 72 0+00 B.O.L. S 88'35'39" E 92.26' (A) 0+92.26 PI 90'58'26" Right S 02'22'47" W 102.48' 1+94.74 E.O.L. WT. —OF —WAY ACQUIRED N o' 50' SCALE: 1 "-BY NOTES 1.) Locations of utilities (including pipelines) were determined from ble surtace evident . T7,11.11:". hese locations, if shown, may not be '27,V?:. compfate. 0lher utilities not shown may exist, All utilities are to be identified and marked by others prior to excavation. ions, distances and dimensions shown hereon are based on caordlnafes Irom the "Colorado coordinate system of 1883 north ze" (Article 2 of Title 3: C.R.S.) A.K.A. "grid derived from R.T.K. G.P.S. teehNques and/or the Online Poaf6ontng User Service o((ered by Me .G.S. Combined Foctar (CF)=0.9997406100; 1/F=.0002594573 ing to Colorado !aw you must commence any legal action booed upon any defect in this survey within three years :over such defett. In no event may any action based upon any defect in this survey be commenced more than ten st Bell WI ,a( ntwasp 0512. rna pipeline may or may not De the centerlme of the granted easement. In any event the full asement shall De located on lands) of Grantor to accommodate the pipeline, by Brian M. Turse, PLS 36354, for and on behalf of Centerline Surveying, LLC 7200 McM 7 Ranch Rd, 60' ROAD R1GM-OF-WAY _ REC N0. 21281 7�8 3.25" ALUM. CAP PLS 7242 (SURVEY TIE TO EOL. N 87'36'56" W 193000') CENTERLINE SURVEYING EVE 8 SECTION MAP MILE 1.EGEND BERM/GUARD FENCE - - - EXISTING PIPELINE SEI/4 SECTION 6 T6N R65W 6TH PM WELD COUNTY EXHIBIT "A" PROPOSED PIPELINE 108.26 FT PROPOSED RECENER SITE 10'7(20' SITE=200 SQ FT SCALE: 1"=50' DRAWN BY: BMT JOB NO.: 20023 DATE 07/13/20 DATE REVISED: 02/24/22 ACT 710005496 dCP OMAHA TRACK INC. NCR 72 PIPELINE RELOCATION SE1/4 SEC. 6 T6N R65W 6TH PM WELD COUNTY !SHEET 1 OF 1 Contract Form Entity Information Entity Name * OMAHA TRACK INC Entity ID* @00048184 Contract Name* Contract ID IMPROVEMENTS AND ROAD MAINTENANCE 7939 AGREEMENT OMAHA TRACK INC AP20-00070 Contract Status CTB REVIEW O New Entity? Contract Lead * JTRUJILLOMARTINEZ Contract Lead Email jtrujillomartinez@weldgo v.com Parent Contract ID Requires Board Approval YES Department Project # Contract Description* IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT OMAHA TRACK INC AP20-00070 $1,840,444.25 REQUIRED IN COLLATERAL PROVIDED IN THE FORM OF LETTER OF CREDIT # Contract Description 2 Contract Type" AGREEMENT Amount* $184,044.25 Renewable * NO Automatic Renewal Grant IGA Department PLANNING Department Email CM- Planning@weldgov.com Department Head Email CM-Planning- DeptHead@weldgov.com County Attorney GENERAL COUNTY ATTORNEY EMAIL County Attorney Email CM- COUNTYATTORNEY@WEL DGOV.COM If this is a renewal enter previous Contract ID If this is part of a MSA enter MSA Contract ID Requested BOCC Agenda Due Date Date* 03/16/2024 03/20/2024 Will a work session with BOCC be required?* NO Does Contract require Purchasing Dept. to be included? NO Note: the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in OnBase Contract Dates Effective Date Termination Notice Period Contact Information Contact Info Review Date" 03/20/2025 Committed Delivery Date Renewal Date Expiration Date* 03/20/2026 Contact Name Contact Type Contact Email Contact Phone 1 Contact Phone 2 Purchasing Purchasing Approver Purchasing Approved Date Approval Process Department Head DAWN ANDERSON DH Approved Date 03/14/2024 Final Approval BOCC Approved BOCC Signed Date BOCC Agenda Date 03/25/2024 Finance Approver CHERYL PATTELLI Legal Counsel BRUCE BARKER Finance Approved Date Legal Counsel Approved Date 03/15/2024 03/15/2024 Tyler Ref* AG 032524 Originator JTRUJILLOMARTINEZ LLOMARTI N EZ WELD COUNTY ACCESS PERMIT DEPARTMENT OF PLANNING SERVICES 1402 North 17th Ave P.O. Box 758 Greeley, CO 80632 Permit Number: APZ0-00070 Phone (970) 400-6100 Issuance of this permit binds applicant and its contractors to all requirements, provisions, and ordinances of Weld County, Colorado. Project Name: Omaha Track Permit Expiration Date: 04/30/2024 Planning/Building Process OFFSIA21-0004 Parcel(s): 080306400039 Proposed Use: Industrial Access is on WCR: 72 Nearest Intersection WCR: 72 - 39 Distance from Intersection: 1695 Number of Existing 2 Accesses: Access Width: 40ft Access Turning Radii: 65ft Latitude: 40.50993 Longitude: -104.70300 Applicant Information: Name: Company: Phone: Email: Bud Mushlitz Omaha Track, Inc. 402-339-0332 bud@omahatrack.com Owner Information: Name: Company: Same As Applicant Phone: Email: Road Surface Type and Construction Information: Road Surface: Gravel Culvert Size and Type: 15" CMP/RCP minimum if required Material to Construct Access: existing Start Date: Finish Date: A Copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to 1/2 HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic cortrol / Warning devices are required before work begins and must remain until completion of work ** Crushed or recycled conc-ete SHALL NOT be used for tracking material in the County ROW All access points shall comply with Chapter 8, Article XIV and Appendix 8-Q found at: https://Iibrary.municode.com/co/weld county/codes/charter and county code?nodeld=CHBPUWO ARTXIVROACPO https://library.municode.com/co/weld county/codes/charter and county code?nodeld=CHSPUWO APX8-QWECOENCOCR Unless otherwise authorizec. Special Requirements or Comments Utilize existing access points on CR. 72 located approx. 1,695ft. west of CR. 39 (1-IND) & 1,970ft. west of CR. 39 (1-O&G/EMER) in accordance with OFFSIA21-0004. Existing access point on CR. 39 located 575ft. north of CR. 72 shall be closed and reclaimed on, or before, April 30, 2024. Hello