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Home My WebLink About20221071.tiffRESOLUTION RE: APPROVE IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS, AUTHORIZE CHAIR TO SIGN, AND ACCEPT OFF -SITE COLLATERAL FOR USE BY SPECIAL REVIEW PERMIT, USR19-0063 - LAZY TWO RANCH, LLC, AND DUANE AND LYNN ROSS, C/O CONNELL RESOURCES, 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, on January 15, 2020, the Weld County Board of Commissioners approved the application of Lazy Two Ranch, LLC, 1035 37th Avenue, Greeley, Colorado 80634, and Duane and Lynn Ross, 10375 County Road 118, Carr, Colorado 80612, c/o Connell Resources, LLC, 7785 Highland Meadows Parkway, #100, Fort Collins, Colorado 80528, for a Site Specific Development Plan and Use by Special Review Permit, USR19-0063, for Open Mining (sand, gravel and stone) and processing of minerals, including a portable concrete and asphalt batch plant, mine office/scale house and scale, a fueling/lubricating station, portable generators, mobile mining equipment parking and storage and employee parking in the A (Agricultural) Zone District, on the following described real estate, being more particularly described as follows: E1/2 SW1/4 and NW1/4, W1/2 SW1/4 of Section 11, Township 10 North, Range 67 West of the 6th P.M., Weld County, Colorado WHEREAS, pursuant to certain Conditions of Approval, the Board has been presented with an Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements among the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc., with further terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with Performance Bond #107519500 issued by Travelers Casualty and Surety Company of America, One Tower Square, Hartford, Connecticut 06183, in the amount of $474,801.50, and WHEREAS, after review, the Board deems it advisable to approve said agreement and accept said Performance Bond 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 among the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc., be, and hereby is, approved. 4820998 Pages: 1 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO lIII NFMAFII'IMMOVIK i4lAtilhaNdf iliMhi'I III II cc : PL(TP/DA / sTw / KR/KO) 6/17/22- 2022-1071 PL2729 IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT (USR19-0063) - LAZY TWO RANCH, LLC, AND DUANE AND LYNN ROSS, C/O CONNELL RESOURCES, INC. PAGE 2 BE IT FURTHER RESOLVED that Performance Bond #107519500 issued by Travelers Casualty and Surety Company of America, in the amount of $474,801.50, be, and hereby is, accepted. BE IT FURTHER RESOLVED by the Board that the Chair 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 11th day of April, A.D., 2022. BOARD OF COUNTY COMMISSIONERS WEED COUNTY, COLORADO ATTEST: dia..%) JClto:e1 Stt K. James, Chair Weld County Clerk to the Board Perry L. B teve Moreno County ttorney Date of signature: OW/ 4820998 Pages: 2 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clerk and Raoorder, Weld County CO 2022-1071 PL2729 Q HUB 3/15/2022 Weld County, Colorado 1150 O Street Greeley, CO 80632 RE: Connell Resources, Inc. Bond No.: 107519500 Project: Weld County Road 21 Lazy Two WCR 21 Improvements Subdivision Bond - Permit No. USR19-0063. Bond Amount $474,801.50 HUB International Colorado 2000 5. Colorado Blvd., Tower II, Suite 150 Denver, CO 80222 Toll Free: (888) 795-0300 hubinternational.com To Whom It May Concern: As the contract for this project has not yet been dated, this letter is to inform you that you have the authority to insert the Contract Date on the above mentioned bond and Power of Attorney. Please remember the signed and sealed date indicated on the bonds cannot be prior to the contract date. The date must be on or after the contract date. The date on the Power of Attorney must also match the signed and sealed date of the bond. Feel free to contact me directly should you have any questions. Respectfully, O HUB Christina L. Townsend AVP, Surety Account Executive HUB International Colorado Office: 719-884-0723 Mobile: 719-258-0421 Toll -free: 800-748-2400 Fax: 866-290-9290 christina.townsend@hubinternational.com PERFORMANCE BOND FOR BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO Bond No. 107519500 KNOW ALL PERSONS BY THESE PRESENTS, that (name) Connell Resources, Inc. , (address) 7785 Highland Meadows Parkway, #100, Fort Collins, CO 80528 , a (corporation, limited liability company, etc.) Corporation , organized under the laws of the State of Colorado , with its principal office located at (address) 7785 Highland Meadows Parkway, #100, Fort Collins, CO 80528 , hereinafter called "Principal", and (name of surety) Travelers Casualty and Surety Company of America , of (address of surety) One Tower Square, Hartford, CT 06183 , hereinafter called "Surety" are held and firmly bound unto Board of County Commissioners of Weld County, Colorado, on behalf of Weld County, Colorado, hereinafter called "Obligee" in the full and penal sum of Four Hundred Seventy Four Thousand Eight Hundred One Dollars and Fifty Cents ($ 474,801.50 ), 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 permit, namely (insert the specific permit and number - USR, SPR etc.) USR19-0063 , and pursuant to the requirements of said permit, has entered into an improvements Agreement, dated//(/.2001A , 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 Four Hundred Seventy Four Thousand Eight Hundred One Dollars & Fifty Cents, ($ 474,801.50 ), 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 Obligee 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 Obligee 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 execut�d in four (4 counterparts, each one of which shall be deemed an original, this //4 day of 2 to • Connell Res r rces, Inc. (PRINCIPA Principal Sec etary/Witness Margie Lewis, Assistant Secretary 7785 Highland Meadows Pkwy, #100 Fort ylltltiliA 1 1O1 0528 Add.pe3GES, /� //� O‘' •...••••.. A • O ."0E 14.1:1 � 1 OQ► , : •O r ' .� S • t ' Iii .•••_• O/O; t KrAne, genf %% Witnesflj4It 01rety By: Nam= and Title John M. Warren, President 7785 Highland Meadows Pkwy, #100 Fort Collins, CO 80528 Address Travelers Casualty and Surety Company of America (SURETY) By: Christina L. Towns Attorney -in -Fact 2000 S. Colorado Blvd, Tower 2,#150 One Tower Square Denver, CO 80222 Address Hartford, CT 06183 Address kJe,0 N` S,urety company executing bond must appear on the Treasury Department's most Current l,i'st ,(Circular 570 as amended) and be authorized to transact business in the -�tr�Pte• of.,Calorado. Bond"idust be accompanied with Attorney -in Fact's authority from the surety company certified to include the date of the bond. TRAVELERSJ Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company Farmington Casualty Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, St. Paul Fire and Marine Insurance Company, and Farmington Casualty Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Donna L. Adams, Ashley K. Anderson, Barbara J. Arnold, Timothy J. Blanchard, Lynn Christine Bosman, Mary Ann Eurich, Vickie Golobic, Andrew P Walters, Nikki M. Mosbrucker, Terri L. Reese, Robert Charles Torrez, Christina L. Townsend, K'Anne E Vogel, Nicole Lee McGuire, and Jennifer J. Walker of Denver, Colorado, their true and lawful Attorney -in -Fact to sign,execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law, including the following bond: Surety Bond No.: 107519500 OR Principal: Connell Resources, Inc. Project Description: Obligee: Weld County IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. State of Connecticut City of Hartford ss. On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026 By: obert L. Raneyenior Vice President 4:4Al/ nna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attomey or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this /��day of , 2022 fe E. Hughes, Assistant Secretary ; T4't a iffy thw+authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please' r ,to the'atv'e named'Attorney--in-Fact and the details of the bond to which this Power of Attorney is attached. • Cheryl Hoffman From: Sent: To: Subject: Jazmyn Trujillo Martinez Tuesday, April 12, 2022 1:47 PM Cheryl Hoffman RE: Subdivision Bond for Connell Resources - USR19-0063 Yes, that date should be changed as well. Best, Jazmyn Trujillo -Martinez Development Review Weld County Planning Services 1555 North 17`h Avenue Greeley, CO 80631 (97O) 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@weldgov.com> Sent: Tuesday, April 12, 2022 1:41 PM To: Jazmyn Trujillo Martinez <jtrujillomartinez@weldgov.com> Subject: RE: Subdivision Bond for Connell Resources - USR19-0063 Thanks Jazmyn. So do you think on the POA I'm to change the date from 3/15 to 4/11? Cheryl L. Hoffman Deputy Clerk to the Board 1150 O Street/P.O. Box 758 Greeley, CO 80632 Tel: (970) 400.4227 choffman@weldgov.com From: Jazmyn Trujillo Martinez <trujillomartinez@weldgov.com> Sent: Tuesday, April 12, 2022 1:06 PM To: Cheryl Hoffman <choffman@weldgov.com> Subject: FW: Subdivision Bond for Connell Resources - USR19-0063 1 Cheryl, Please see below the areas to put the dates. Best, Jazmyn Trujillo -Martinez Development Review Weld County Planning Services 1555 North 17th Avenue 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: Townsend, Christina<christina.townsend@hubinternational.com> Sent: Tuesday, April 12, 2022 11:55 AM To: Jazmyn Trujillo Martinez <-trujillomartinez@weldgovcom> Cc: Jennifer Lindblad(JLindblad@connellresources.com)<'lindblad@connellresources.com> Subject: RE: Subdivision Bond for Connell Resources - USR19-0063 Caution This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Jazmyn, I am including Jennifer in this correspondence as (4) originals were sent to Connell. In regards to the date, there are 2 sections on the bond form itself and 1 section on the Power of Attorney: WHEREAS, the above -bound Principal has obtained or is about t b .i gee a land use ne rni t , namely (insert the specific permit and r . 1 -0063 and pursuant to the requirements of said permit, an improvements Agreement, dated with Obligee, and I IN WITNESS WHEREOF, this instrument is executed n four (4) counterpi which shall be deemed an original, this day of The POA has a date: 2 Dated this 15th day of.maMarch 2022 e'sAII.. Respectfully, HUB Risk & Insurance I Employee Benefits I Retirement & Private Wealth Ready for tomorrow. Christina L. Townsend AVP, Surety Account Executive HUB International Colorado 111 S. Tejon St, Suite 113 Colorado Springs, CO 80903 Office: 719-884-0723 Mobile: 719-258-0421 Toll -free: 800-748-2400 Fax: 866-290-9290 Email: christina.townsend@hubinternational.com hubinternational.com m 0 4 California License #0757776 Confidentiality Notice: This electronic message, together with its attachments, if any, is intended to be viewed only by the individual to whom it is addressed. It may contain information that is privileged, confidential, protected health information and/or exempt from disclosure under applicable law. Any dissemination, distribution or copying of this communication is strictly prohibited without our prior permission. If the reader of this message is not the intended recipient or if you have received this communication in error. please notify us immediately by return e-mail and delete the original message and any copies of it from your computer system. From: Jazmyn Trujillo Martinez <jtrujillomartinez@weldgov.com> Sent: Tuesday, April 12, 2022 11:28 AM To: Townsend, Christina<christina.townsend@hubinternational.com> Subject: [EXTERNAL] Subdivision Bond for Connell Resources - USR19-0063 Good morning Christina, 3 The attached memo was included with the Bond and Power of Attorney for Connell Resources USR19-0063 bond and we have just two questions regarding it. We see where the date for the bond goes but there is no place for a date on the Power of Attorney? Also, the Bond reads that it is executed in four (4) counterparts but we only received the single bond and Power of Attorney. I have also attached a scanned copy of the bond and Power of Attorney that we received for reference. Thank you for your attention in this matter. Best, Jazmyn Trujillo -Martinez Development Review Weld County Planning Services 1555 North 17th Avenue 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. 4 /Da1/4c7o9 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for: Lazy Two Ranch, LLC, and Duane and Lynn Ross, do Connell Resources, Inc. — USR19-0063 DEPARTMENT: Planning Services DATE March 29, 2022 PERSON REQUESTING: Jazmyn Trujillo -Martinez Brief description of the problem/issue: The Department of Planning Services received a request from the applicant, Connell Resources, Inc., requesting that the Board of County Commissioners consider approving the Improvements and Road Maintenance Agreement for (USR19-0O63). Collateral in the amount of $474,801.50, is required with this agreement for off -site improvements. Collateral has been provided in the form of Performance Bond, Bond No. 107519500, issued by Travelers Casualty and Surety Company of America, One Tower Square, Hartford, Connecticut 06183. 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. This Agreement complies with the terms of the Use by Special Review Permit Resolution, as signed by the Board of County Commissioners. 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. 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,--USR19-0063, and that this item be placed on the next regularly scheduled BOCC Hearing, as part of th egular Agenda. Perry L. Buck Mike Freeman, Pro -Tern Scott K. James, Chair Steve Moreno Lori Saine Approve Schedule Rec mendation Work Session Other/Comments: F 17v1 2022-1071 Karla Ford From: Sent: To: Subject: yes Lori Saine Weld County Commissioner, District 3 1150 O Street Po Box 758 Greeley CO 80632 Phone: 970-400-4205 Fax: 970-336-7233 Email: Isaine@weldgov.com Website: www.co.weld.co.us In God We Trust Lori Saine Tuesday, March 29, 2022 11:43 AM Karla Ford RE: Please Reply BOCC PA REVIEW - USR19-0063 - Connell Resources, Inc. 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@weldgov.com> Sent: Tuesday, March 29, 2022 11:04 AM To: Lori Saine <Isaine@weldgov.com> Subject: Please Reply BOCC PA REVIEW - USR19-0063 - Connell Resources, Inc. Importance: High Please advise if you approve recommendation. Thank you! Karla Ford. Executive Assistant & Office Manager, Board of Weld County Commissioners 1150 0 Street, P.O. Box 758, Greeley, Colorado 80632 :: 970.336-7204 :: kford a(�weldgov.com :: www.weldgov.com **Please note my working hours are Monday -Thursday 7:00a.m.-5:00p.m.** 1 IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USR19-0063 Connell, THIS AGREEMENT is made this I1' day of C202A by and between Lazy Two Ranch, LLC, 1035 37th Avenue, Greeley, Colorado 80634, and Duane and Lynn Ross, 10375 CR 118, Carr, Colorado 80612, c/o Connell Resources, LLC, 7785 Highland Meadows Parkway, #100, Fort Collins, Colorado 80528, a corporation organized under the laws of the State of Colorado, hereinafter referred to as "Property Owner," authorized to do business in the State of Colorado, and the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners (BOCC), 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: E1/2 SW1/4 and NW1/4, W1/2 SW1/4 of Section 11, Township 10 North, Range 67 West of the 6th P.M., Weld County, Colorado hereinafter referred to as "the Property," and WHEREAS, Property Owner has received Board of County Commissioner approval of USR19-0063, and WHEREAS, Property Owner acknowledges that the final approval of USR19-0063 is conditional upon Property Owner's funding and/or construction of the off -site improvements and road maintenance described in this Agreement and depicted in the following incorporated exhibits: Exhibit A-1 — Off -Site Costs of Construction Exhibit B-1 — Off -Site Construction Schedule Exhibit C-1 — Construction Plans Exhibit A-2 — Future Improvements Costs of Construction, to be attached, if/when triggered, pursuant to Part I, B.3.0, below Exhibit B-2 — Future Improvements Construction Schedule, to be attached, if/when triggered, pursuant to Part I, B.4.0, below Exhibit C-2 - Future Construction Plans, to be attached if/when triggered, pursuant to Part I, B, below Exhibit D — Plat Map Exhibit E — Right -of -Way Map provided by Weld County, and WHEREAS, Property Owner acknowledges they may not operate as described in USR19-0063 until said improvements have been completed and accepted by County, and WHEREAS, Property Owner acknowledges that pursuant to the provisions of Weld County Code Section 23-2-290, the failure to commence construction of the improvements outlined herein within three (3) years of the approval of USR19-0063 may result in the revocation or suspension of USR19-0063, upon consideration and order of the Board of County Commissioners, and Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USR19-0063 - OFFSIA20-0002 Page 1of14 4820998 Pages: 3 of 69 04/22/2022 10:38 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO oZo�? -/o71 WHEREAS, the parties agree that the Property Owner shall provide collateral for off -site improvements, as required by this Agreement, when the Board of County Commissioners approves this Agreement. WHEREAS, Weld County has researched the Right -of -Way for the proposed paving and associated road improvements for approximately one (1) mile, between CR 126 and CR 124 on CR 21. No additional acquisition of Right -of -Way will be required for these improvements. The Right -of -Way for this segment of CR 21 is described in Weld County Road Books 701, 311, and 511. See Exhibit E — Right -of -Way Map. 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 BOCCI: The Property Owner shall be responsible for the construction of certain off -site safety improvements as identified in the USR hearing Resolution, which may include, but are not limited to: construction of adequate turning radii of sixty (60) feet at the main entrances and exits which extend into County road Rights -of -Way (ROW) connecting to the County road system, and off -site drainage and signage installations, as indicated on the accepted Exhibit D and Exhibit C-1, as required. On -Site improvements that create more run-off than the historical amount may require off -site drainage improvements to roads and ROW. Any approved access point(s) improvements will include standard County approved tracking control, and may include a double cattle guard set (one right after the other), placed back to back across the entire width of the access, to ensure a complete revolution of the truck tires in order minimize the tracking of mud and debris onto the adjacent County road. Additional Off -Site Improvements to be constructed prior to operation in accordance with Exhibit C-1 are: 1) Property Owner shall design and construct a County -approved paved roadway within County Road 21 Right -of -Way providing all construction materials and meeting the Rural Local Cross Section specifications per Chapter 8 of the Weld County Code and CDOT specifications for Road and Bridge Construction, beginning with a County approved tie-in at the intersection of County Road 126 and County Road 21 and extending south to County Road 124. County Road 21 shall be improved to a width of twenty-six (26) feet and address the roadside ditch requirements specified in Chapter 8 of the Weld County Code. Upon cessation of all USR permitted activities, the paved section of CR 21 shall be restored to standard, approved by an independent Registered Colorado Engineer with experience in asphalt pavement design. Restoration will have a ten (10) year life without further maintenance given the reduction in trip generation and truck use without the Property Owners production and other uses. The applicant shall obtain a Right -of -Way Permit prior to construction, which shall include design information as described by the Board of County Commissioners during the USR hearing. 1.0 Road Improvements Responsibilities. Property Owner is solely responsible for the required off -site designated improvements. These responsibilities may include but are not limited to the following: design, surveys, utility locates, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities, and utilities, traffic control, and project safety during construction. Property Owner shall obey all applicable regulations issued by OSHA, CDOT, CDPHE, and other federal, state, or county regulatory agencies. Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USRl9-0063 - OFFSIA20-0002 Page 2 of 14 4820998 Pages: 4 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clerk and Reoorder, Weld County , CO lIIINFdliltriXIr4T'! I I+irI :�illiihild EIII 2.0 Cost of Construction Exhibit. The cost of construction estimates (engineer's estimate) as identified in Exhibit A-1 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 A-1. 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-1 shall be provided by the Property Owner indicating the construction schedule for off -site improvements, including an anticipated completion date. Property Owner shall not commence construction of any improvements, record plat, or receive any permitting prior to approval of the of this Agreement. Exhibit C-1, Construction Drawings shall be provided. Property Owner shall substantially complete all improvements in accordance with Exhibit B-1 and C-1 in order to request the 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 licensed and registered Professional Land Surveyor or Professional Engineer. B. Future Off -Site Improvements: 1.0 Traffic Triggers. When the traffic associated with the Use by Special Review Permit reaches certain safety thresholds as set forth in this agreement, the Property Owner shall design, and construct required road improvements based on the amount of traffic consistently being generated by the site. The Property Owner's development does not currently meet the traffic safety triggers requiring the improvements specified below; however, future off -site or phased improvements may be warranted in the future. 1.1 Property Owner shall be required to design, obtain right-of-way, relocate utilities, and construct said auxiliary lanes into their site if/when all traffic to/from the Property meets the following traffic triggers: Property Owner shall design and construct a paved roadway along CR 21 from CR 124 to CR 118 or participate in proportional share of county determined paving whenever traffic exceeds gravel capacity or becomes a safety hazard to traveling public. If the AADT reaches the minimum threshold of 200 VPD and the County determines that an improved roadway surface is warranted, then Property Owner shall be fmancially responsible for its proportional share of project costs for all users of this section of CR 21. Property Owner shall design and construct a left deceleration/turn lane on CR 21 whenever traffic exceeds 10 vehicles per hour (VPH) turning left into the Property for an average daily peak hour. Property Owner shall design and construct a right deceleration/turn lane on CR 21 whenever traffic exceeds 25 VPH turning right into the Property for an average daily peak hour. Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USRl9-0063 - OFFSIA20-0002 Page 3of14 4820998 Pages: 5 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppee, Clerk and Recorder, Weld County , CO lii1 Fdli X41 I1if 14'1:I0hXrh'I0) «hl:i ll/A 11111 Property Owner shall design and construct a right acceleration lane on CR 21 whenever traffic exceeds 50 VPH turning right out of the Property for an average daily peak hour. Property Owner shall design and construct a left acceleration lane on CR 21 whenever such a lane would be a benefit to the safety and operation of the roadway. The County, in its sole discretion, shall determine if a left acceleration lane is required. 2.0 Proportional Share. Property Owner shall pay a proportional share of the cost of the future off -site improvements (CR 124 to CR 118) including engineering designs and construction plans based on the Property Owner's share of AADT Counts using the current data on the haul route in the implementation of the applicable improvements. The proportional share will be based upon the monthly Truck Weight Scale Ticket Report (TWST Report), furnished by the Property Owner, which details the haul route utilized by each haul truck using the USR19-0063 facility. County personal, alone, shall make all determinations regarding the gathering of and use of traffic data when making decisions regarding cost sharing. In order to accurately determine the percentage of Property Owner haul traffic the County reserves the right to install traffic counters on the driveway(s) of the USR19-0063 facility. Future improvements will be subject to Federal, State, or County regulations in place at the time the improvement project is initiated. Haul Route improvements may be triggered due to heavy truck traffic associated with USR19-0063. 3.0 Property Owner's Responsibilities regarding Future Triggers. Property Owner is solely responsible for the cost and construction of required improvements. These responsibilities may include but are not limited to the following, as applicable: design, surveys, utility locates, acquisition of ROW, dedication of ROW, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities and utilities, traffic control, and project safety during construction. Property Owner shall obey all applicable regulations issued by OSHA, CDOT, CDPHE, and other federal, State, or County regulatory agencies. 4.0 Cost of Construction Exhibit. When any trigger is met, the Properly Owner shall submit Exhibit A-2 within six (6) months of being notified regarding the need for the triggered improvements, indicating the cost of construction estimates (engineer's estimate) to detail the costs used in determining the collateral requirement for the development. Construction costs must be obtained through a registered Colorado Engineer. A registered Colorado Engineer must sign and stamp the construction cost exhibit for sites that have project collateral. New or additional collateral may be required for the triggered improvements. If required, collateral shall be submitted at the same time as Exhibit A-2. Exhibit A-2 shall be attached to this Agreement and incorporated herein once approved by the County. 5.0 Construction Schedule Exhibit. When any trigger is met, the Property Owner shall submit Exhibit B-2 within six (6) months of being notified regarding the need for the triggered improvements, indicating the construction schedule, and including completion date for the improvements. Property owner shall not commence construction of improvements prior to approval of the Construction Plans and receipt of the appropriate Grading Permit, Access Permit, and/or ROW Permit. Property Owner shall complete all improvements in accordance with the construction schedule exhibit. The construction of the triggered improvements shall be completed within the specified timeframe, which may not exceed three (3) years from the date the trigger is first met and shall be completed as follows: Year 1 design deadline; Year 2 ROW/Utilities; Year 3 Construction. Property Owner shall collateralize 100% of the cost of the construction improvements, including design, right-of-way, and utility relocation cost within six months of being notified of meeting the triggers. Exhibit B-2 shall be attached to this Agreement and incorporated herein once approved by the County. Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USR19-0063 - OFFSIA20-0002 Page 4 of 14 4820998 Pages: 6 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO likli 6hl Kai Sri Alivi II 11I 6.0 Collateral. Collateral for any additional improvements required by the triggers maybe required by the Board of County Commissioners, hereinafter referred to as the BOCC. Collateral is accepted and released by the BOCC pursuant to the Weld County Code. Additional information about collateral is outlined in Part II.B of this Agreement. 7.0 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 H.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 licensed and registered Professional Land Surveyor or Professional Engineer. C. Haul Routes: The Property Owner shall be financially responsible for its proportional share of the associated costs for maintaining and/or improving designated haul/travel routes. 1.0 Haul Routes. The following roads are designated as haul/travel routes for the Property: 1) North along CR 21 to CR 126 west to Interstate 25 and 2) South along CR 21 to CR 118 east to CR 120 to US Highway 85. 2.0 Haul trucks shall enter and exit the site at the approved access(es) on CR 21 and travel north -south to the nearest paved road for further dispersal. Any County roads used by USR19-0063 traffic may become part of the established haul/travel routes. 2.1 It is understood that Weld County area property owners, farms, ranched, and small businesses within a five (5) mile proximity, or Weld County Road and Bridge Department, may have a need for products from USR19-0063, which are located south, east, and west. Hauling to these sites on area County Roads will not require temporary variances, as long as the products are for County use. 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. 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), the Weld County Director of the Department of 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 one (1) or more deviations within a twelve (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 travel routes. 6.0 No Deviation from Permitted Haul Routes. Except as authorized by the BOCC pursuant to this Agreement, no use of any roads other than those specifically authorized for use in this Agreement is permitted without the prior written amendment of this Agreement. D. Maintenance Requirements: Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USRl9-0063 - OFFSIA20-0002 Page 5 of 14 4820998 Pages: 7 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel', Clerk and Recorder, Weld County , CO lIII ��l:�fif�'�G ':I�"�'f�ri1 1R1�11�E�l If fl wY h 1I 111 1.0 Off -site recurring maintenance, if applicable, as required by the Board: 2.0 Dust Control. Property Owner shall be financially responsible for its proportional share of dust control on unpaved designated haul/travel routes after commencement of operation. The amount and extent of dust control will be determined by site -specific conditions at the time, as determined exclusively by County personnel. Dust abatement along the relevant haul/travel routes is expected to occur approximately two to five times per year. Dust abatement is required for roads with more than 200 vehicles per day, per section 8-6-100 of the Weld County Code. 2.1 Dust Control During Construction. If necessary, as determined by the County, the Property Owner shall cause to be performed within 30 days of notification, at its sole expense, dust control by a contractor approved by Weld County Public Works during the construction period of the development. 3.0 Repair. Property Owner shall be financially 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. 4.0 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 on the extent, type, timing, materials and quality of repair (i.e. temporary versus permanent) within twenty-four (24) hours after receipt of such notice and shall commence such repair within forty-eight (48) hours after receipt of such notice. If Property Owner identifies Significant Damage 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). 5.0 Repair of 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 or other improvements 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. Within ninety (90) days of its receipt of County's notice of the need to undertake the road maintenance repairs and/or improvements, Property Owner shall submit Off -Site Construction Plans and Cost Estimates to County for review. Property Owner shall have sole responsibility for the completion of the repairs and/or improvements on or before December 15, of the year following County's notice of the need for repairs. 5.1 In County's sole discretion, County may undertake the repairs and/or improvements. Property Owner's payment for its Proportional 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. 6.0 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 final determination and assessment, County shall provide Property Owner with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USR19-0063 - OFFSIA20-0002 Page 6of14 4820998 Pages: 8 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clark and Recorder, Weld County , CO 1111 MrdlinialiClaillkil INIVIr NtiQii k 11111 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 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. 7.0 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 becomes available. 8.0 Notification. 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 final 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. 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, as identified on the accepted Construction Plans and 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, with the improvements being completed also in accordance with the schedule set forth in the construction schedule exhibits. The BOCC, 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. Lazy Two Ranch, LLC, and Duane and Lynn Ron, c/o Connell Resources, Inc. — USRl9-0063 - OFFSIA20-0002 Page 7 of 14 4820998 Pages: 9 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , Co 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 Guidelines. 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 the necessary 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 is required for all off -site improvements during the two-year warranty period. Collateral acceptance and release is 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. 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 may be amended from time to time. Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USR19-0063 - OFFSIA20-0002 Page 8 of 14 4820998 Pages: 10 of 69 04/22/2022 10:88 AM R Fee:$0.00 Carly Kappa', Clerk and Recorder, Weld County , CO I'll IIMAN IW141,!GICI 1I' l4i kikii:anon w ilyJti UI II 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 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. 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 may 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. 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 subsection B.3.2.3, above, and shall request County inspection of the Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USR19-0063 - OFFSIA20-0002 Page 9 of 14 4820998 Pages: 11 of 69 04/22/2022 10:68 AM R Fee:$0.00 Carly Koppel, Clark and Rsoorder, Weld County , CO "Ill 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. D. Permits: The Property Owner 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. Operator 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. E. Enforcement and Remedies: 1.0 Violation of Terms of Agreement. If in County's 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) business days within which to either cure the violation or Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USR19-0063 - OFFSIA20-0002 Page 10 of 14 4820998 Pages: 12 of 69 04/22/2022 10:08 AM R Fee:$0.00 Carly Koppem, Clerk and Recorder, Weld County , CO 11111 demonstrate compliance. If, after fifteen (15) business 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. 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 USR Permit. Property Owner acknowledges that failure to comply with the terms of this Agreement constitutes cause to revoke the USR, 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 land use approval under Weld County Code Section 23-2-290. 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 by the USR 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 USR 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. 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 by the USR, and intends to make use of the rights and privileges available to it through the then existing USR. 3.4 Revocation of USR. This Agreement shall terminate following County's revocation of Property Owner's USR, except that the Property Owner shall only be released from this Agreement after the successful completion of all improvements required under this Agreement, which may be Lazy Two Ranch, LLC, and Duane and Lynn Ron, c/o Connell Resources, Inc. — USR19-0063 - OFFSIA20-0002 Page 11 of 14 4820998 Pages: 13 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppee, Clerk and Recorder, Weld County , CO 1111 VIP II completed by County after accessing Property Owner's collateral if Property Owner fails to complete such improvements. 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 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 successor owner of the property. 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 contract 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 Amendment or Modification. Any amendments or modifications to this agreement shall be in writing and signed by both parties. 5.0 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 entity other than the undersigned parties receiving services or benefits under this Agreement shall be an incidental beneficiary only. 6.0 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. 7.0 Choice of Law/Jurisdiction. Colorado law, and 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. 8.0 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. Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USR19-0063 - OFFSIA20-0002 Page 12 of 14 4820998 Pages: 14 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clark and Recorder, Weld County , CO BIM 9.0 Release of Liability. Property Owner shall indemnify and hold harmless the 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 caused by, arising from, or on account of the design and construction of improvements, and pay any and all judgments rendered against the County on account of any such suit, action or claim, and notwithstanding section 7.0 above, together with all reasonable expenses and attorney fees incurred by County in defending such suit, action or claim except for the liability, loss, or damage arising from the intentional torts or the gross negligence of the County or its employees while acting within the scope of their employment. 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. 10.0 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. 11.0 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. 12.0 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. 13.0 Conflict of Terms. 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 the agreement, the terms of the Weld County Code shall control. Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USR19-0063 - OFFSIA20-0002 page 13 of 14 4820998 Pages: 15 of 89 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 110 lir ili'1alhNINIMPh lie kOANCU :91Wilivii Ill II PROPE O . ' Connell Resources, Inc. By: Na Title: President STATE OF COLORADO County of Weld Date: SS. February 2 2021 The foregoing instrument was acknowledged before me this2nd day of February , John M Warren 202 1, by _ WI m Ee' LD NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20144008302 MY COMMISSION EXPIRES FEB. 21, 2022 Notary Publi WELD COUNTY: ATTEST: Weld C BY: Clerk to the : and Deputy C /rk to t e 1 BOARD OF COUNTY COMMISSIONERS WELD qOUNTY, COLORADO t K James, Chair APR 1 1 2022 Lazy Two Ranch, LLC, and Duane and Lynn Ross, c/o Connell Resources, Inc. — USRl9-0063 - OFFSIA20-0002 Page 14 of 14 4820998 Pages: 16 of 69 eltaa-/07/ 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clark and Raoorder, Wald County , CO VIII I ��'rl�l� 'I�G'UFi�ICl1 �l � ILVIIIM+M 4 Y4�h 11111 / Connell Resources, Inc. i Address: Contact: Phone: 7785 Highland Meadows Pkwy, #100 Fort Collins, CO 80528 Phone: (970) 223-3151 Fax: (970) 223-3191 Estimator: Eric Marsh QUOTATION CONNIE�s Date: 11/22/2021 Submitted To: Connell Resources, Inc. 7785 Highland Meadows Parkway, Suite 100 Fort Collins, CO 80528 970-223-3151 Fax: 970-223-3191 Bid Title Bid Number: Project Location: Project City, State: Engineer/Architect: Lazy Two WCR 21 Improvements WCR 21 Carr, CO Item # Item Description Estimated Quantity Unit Unit Price Total Price 02.043 02.043 10.001 22.210 22.212 23.018 23.019 29.005 29.205 35.003 47.007 47.103 64-200 64-204 35.001 22.100 13" X 17" CMP Strm Drain 15" RCP Strm Drain Mobilization / Site Management Remove Pipe Remove Tree Strip Topsoil To Compacted Berm At R.O.W. Replace Topsoil And Establish New Ditch Straw Bale Dike Seed And Mulch (Temporary) Fine Grade Existing W/25% Virgin Base Added Asphalt Paving Streets 4.5" Asphalt Pavement Marking 4" Double Yellow & Edge Line Traffic Control Remove And Reset- Signing Aggregate Base Course Shouldering Asphalt Removal Milling 4" 125.00 266.00 1.00 25.00 3.00 14,800.00 14,800.00 50.00 0.50 14,800.00 14,800.00 1.00 1.00 8.00 550.00 300.00 LF LF LS LF EACH SY SY EACH ACRE SY SY LS LS EACH TON SY $119.00 $114.00 $28,275.00 $83.00 $1,500.00 $0.25 $1.95 $136.50 $5,000.00 $2.80 $17.40 $7,000.00 $32,850.00 $300.00 $17.65 $6.50 Total Bid Price: $14,875.00 $30,324.00 $28,275.00 $2,075.00 $4,500.00 $3,700.00 $28,860.00 $6,825.00 $2,500.00 $41,440.00 $257,520.00 $7,000.00 $32,850.00 $2,400.00 $9,707.50 $1,950.00 $474,801.50 Notes: • Pricing is based upon plans titled "Weld County Road 21 Lazy Two Road Improvements" dated 9/23/2021, Sheets 1 through 48, • The following are excluded from this proposal: Engineering; Drainage facility certification; Warrantee period in excess of one year; Street cleaning for work performed by others; Permits: including but not limited to, city building, development construction, construction dewatering, wastewater discharge, storm water discharge (NPDES), air quality, etc.; Fees, including but not limited to, for development, inspection, utility connection, meters, etc.; Dewatering; Maintenance of erosion control devices for others; quality control or acceptance testing; prairie dog removal, relocation, or extermination; landscaping, seeding, or revegetation. • Pavement Drainage less than 1.5% designed or obtainable fall will not be guaranteed. • Material prices for pipeline Items are guaranteed for a period of 30 days from the date shown on the top of this quote. After 30 days the material prices may change the unit prices quoted. • All work is contingent on the availability of construction water, access to the work, negotiation of acceptable contract terms, a mutually agreeable schedule, and verification of financing. • Please provide a minimum of 4 weeks advanced notification of work requests to allow for scheduling the work. No work will be completed without a signed Contract Agreement. Work is anticipated fall 2021 or spring 2022. • Frost removal or winter protection is not included. If requested, it will be billed either on a time and material basis or a lump sum amount that is mutually agreed upon. • Connell will install fire line to the extent agreed upon, Connell will notify the sponsor so that a certified fire protection contractor is available to inspect the installation, pressure test, and blow off of the fire line, Connell will only perform these tests once. • Asphalt cement suppliers are adjusting pricing monthly. Asphalt cement prices are subject to adjustment. • Environmental site assessment / mitigation of hazardous or contaminated materials is excluded. Treatment or testing for contaminated groundwater is specifically excluded. Add 1% to include performance and payment bond. CONDITIONS AND AGREEMENTS 1.WITHDRAWAL OF QUOTATION: This quotation may be withdrawn or modified by Connell Resources, Inc. ("Connell") if not accepted by the named sponsor (the "Sponsor") within thirty (30) days from date of issue. 2.PERFORMANCE: Delivery of materials and performance of services herein quoted are subject to delays occasioned by circumstances beyond Connell's control. Completion date is subject to weather conditions, mechanical failures, labor difficulties, fuel or material shortages, fire, government authority or regulation, acts of God, engineering changes, contractors not included in this Agreement or any cause beyond Connell's control. 11/22/2021 8:50:18 AM 4820998 Pages : 17 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Page 1 of 2 III Fidralli:0141Vil kWk�4lkiyl�It41Y�1 N�r�Yk� 4820998 Pages: 18 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO m �u�1tis�r�,�i�'IW.ltwl�luw+hWR� I�fr P'�WuA iiii ID 1 2 3 4 5 6 7 8 9 10 11 Task Task Name _IMode j Removal of Trees/Asphalt Ire Strip Topsoil Install Storm pipes Earthwork ■' Install Agg Base Roadway Asphalt Paving Replace Topsoil/Establish Ditchs Final Erosion Control 1 day Logs Pavement Markings 1 day Signs 1 day Seeding 1 day Duration Start 2 days 2 days 5 days 4 days 2 days 5 days 2 days Mon 4/18/22 Tue 4/19/22 Thu 4/21/22 Thu 4/28/22 Wed 5/4/22 Fri 5/6/22 Fri 5/13/22 Finish 1Wed 4/20/22 Thu 4/21/22 Thu 4/28/22 Wed 5/4/22 Fri 5/6/22 Fri 5/13/22 Tue 5/17/22 Tue 5/17/22 Wed 5/18/22 Wed 5/18/22Thu 5/19/22 Thu 5/19/22 Fri 5/20/22 Fri 5/20/22 Mon 5/23/22 Apr 17, '22 S M F i Si S _,L._M j T W j T LFj S_ MJ T j. 1�A I Apr 24, '22 May 1, '22 ess, May 8, '22 May 15, '22 II May 22, '22 S M T W T- F .L S s I M I CONNELL WCR 21 LAZY TWO 11/30/2021 1 4820998 Pages: 19 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County CO III FU�1�'IIIN�I{h;hFd�P7htl�h�l�1�l,��Y��'itiY4� �I III T)oDI / NHS FHWA PRO,.ECT 0. WELD COUNTY O NOYES D'VISION INTEREST (PoDI)? • NATIONAL HIGHWAY SYSTEM? ■ NO O YES PLANNING SERVICES SHEET INDEX SHEET NUMBER DESCRIPTION COVER AND GENERAL NOTES TABULATION OF LENGTH & DESIGN DATA 1 COVER SHEET DEVELOPMENT REVIEW 2 STANDARDS PLANS LIST 3 GENERAL NOTES TABULATION Of LENGTH EXISTING CONDITIONS AND DEMOLITION SHEETS Station RoadwayBeg STA 4738.21 4 AND OLITION PLAN OVERALLEXISTING IAND End: STA S7+33.41 End: STA 57133.41 CONSTRUCTION RI I) PLANS OF PROPOSED CONDITIONS DEMOLIONS TION PLAN TOTAL (ft) 4738.21 TOTAL (mi) 090 6 EXISTING CONDITIONS AND DEMOLITION PLAN 7 EXISTING CONDITIONS AND DEMOLITION PLAN DESIGN DATA EXISTING CONDITIONS AND DEMOLITION PLAN E L D C O LTI�� T Y FtOAD 2 1 Posted Speed 40mph Design Speed 40 mph 9 9 EXISTING CONDITIONS AND DEMOLITION PLAN Design Vehicle wB-67 10 EXISTING CONDITIONS AND DEMOLITION PLAN Minimum Centerline Radius 485' 11 EXISTING CONDITIONS AND DEMOLITION PLAN Maximum Grade Minimum Stopping Sight gSight Distance 325 LAZY TWO FtOAD PAVING PROJECT COUNTY ROAD 21 PLAN AND PROFILE SHEETS Minimum length of Vertical Length Curves 300' 12 WELD COUNTY ROAD 21 P&P STA 10+00 TO STA 13+00 Minimum K Value For Vertical Curves 80 13 WELD COUNTY ROAD 21 P&P STA 13+00 TO STA 17+00 Superelevation ipeRate (e) 0.06 14 WELD COUNTY ROAD 21 P&P STA 17+00 TO STA 21+00 Maximum Maximum Superelevation 3.80% CARR, VV E D COUNTY 15 WELD COUNTY ROAD 21 P&P STA 21+00 TO STA 25+00 L LengthoiflunoH 125' 16 WELD COUNTY ROAD 21 P&P STA 25+00 TO STA 29+00 17 WELD COUNTY ROAD 21 P&P STA 29+00 TO STA 33+00 WELD COUNTY ROAD 21 * SLOPES ANDSwALESVARIES. 19_0063 18 WELD COUNTY ROAD 21 P&P STA 33+00 TO STA 37+00 CROSS SECTION AVOID SLOPE GREATER THAN19 USR WELD COUNTY ROAD 21 P&P STA 37+00 TO STA 41+00 SCALE 1' 6' 1' : . HORIZONTAL -I' VERTICAL 1 UNLESS NOTED ON PLANS. SEE CROSS SECTIONS 20 WELD COUNTY ROAD 21 P&P STA 41+00 TO STA 45+00 80'-0" ROW 21 WELD COUNTY 21 ROAD P&P STA 45+00 TO STA 49+00 22 WELD COUNTY ROAD 21 P&P STA 49+00 TO STA 53+00 2'-0" PROPOSED 21'-0" 2'0 SHOULDER SHOULDER 23 WELD COUNTY ROAD 21 P&P STA 53+00 TO END c. or ••• STORM CULVERTS PLAN AND PROFILE t'-0" 12•-0'• t2'-0" t'�0' �, THRU THRU 24 STORM DRAIN A, B & C PLAN AND PROFILE 25 M AD, LANO 4.5" HMA Ls HMA CL s t STORMDRDRAININ G PLAN ANDAND PROFILE 2.A cL s 2% 4.5" ABC CL sLSI SIGNAGESTORAND STRIPINGE8 PLANS * S* 27 SIGNAGE AND STRIPING STA 10+00 TO STA 16+00 Es * v s* v►S 28 SIGNAGE AND STRIPING STA 16+00 TO STA 24+00 s ABC i 29 SIGNAGE AND STRIPING STA 24+00 TO STA 32+00 CL.s -� 30 SIGNAGE AND STRIPING STA 32+00 TO STA 40+00 31 SIGNAGE AND STRIPING STA 40+00 TO STA 48+00 COMPACTED SUBGRADE 32 SIGNAGE AND STRIPING STA 48+00 TO STA 56+00 TYPICAL SECTION STATION 10+00 TO 36+66 33 SIGNAGE AND STRIPING STA 56+00 TO END AND 41+48 TO END CROSS SECTIONS 34 WELD COUNTY ROAD 21 XSECTIONS STA 10+50 TO 13+00 35 WELD COUNTY ROAD 21 XSECTIONS STA 13+50 TO 16+00 6B-0' ROW 36 WELD COUNTY ROAD 21 XSECTIONS STA 16+50 TO 19+00 � PROPOSED zr-0" : a 37 WELD COUNTY ROAD 21 XSECTIONS STA 19+50 TO 22+00 sHOULDER .. SHOULDER `��`' %' 1O �,�� 38 WELD COUNTY ROAD 21 XSECTIONS STA 22+50 TO 25+00 ro I z-0 tra r-0 ;�ZH y 'r �: FP 39 WELD COUNTY ROAD 21 XSECTIONS STA 25+50 TO 28+00 THRU THRU , y •, _ 40 WELD COUNTY ROAD 21 XSECTIONS STA 28+50 TO 31+00 * - AC32976 i E41 'N WELD COUNTY ROAD 21 XSECTIONS STA 31+50 TO 34+00 2X 4.5' HMA 4.5' HMACL 6 r it lk ' •• 42 WELD COUNTY ROAD 21 XSECTIONS STA 34+50 TO 37+00 WAS v►sn �� cl s �'? PROJECT —_� /'o"AL k 1.5"ABCCL6 "HMO" r� 43 WELD COUNTY ROAD 21 XSECTIONS STA 37+50 TO 40+00 LOCATION * ��s* CALL unury NOTIFICATION CCN1f R o. 44 WELD COUNTY ROAD 21 XSECTIONS STA 40+50 TO 43+00 \L-_4 s vt / COLORADO 45 WELD COUNTY ROAD 21 XSECTIONS STA 43+50 TO 46+00 \ CL8 PROJECT LOCATION MAP 8'' 48 WELD COUNTY ROAD XSECTIONS STA 46+50TO49+00 47 WELD COUNTY ROAD 21 XSECTIONS STA 49+50 TO 52+00 - w below. 48 WELD COUNTY ROAD 21 XSECTIONS 52+50 TO 55+00 `COMPACTED SUBGRADE 500' 0 500 1000 1500' Know vines - Call before you dig. 49 WELD COUNTY ROAD 21 XSECTIONS 5+50 TO 57+00 i T-1 ' 1 `vovDC.amt°« ��a'K't TYPICAL SECTION STATION 36+66 TO 41+48 SCALE' 1' =1000' wltovc or wOcxarnnq WIMIER.: • '.(l DETAIL SHEETS , 50 WELD COUNTY ROAD 21 DETAILS Print Date: 11/19/2021 Sheet Revisions i 4N121)Contractor: 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 Contract Information Project No./Code File Name: WCR 21-COVER.DWG . .. Comments No Rev'sions: Project Nurnoe' XX Code XXX Honr. Scale Vert. Scale: As Noted Resident Engineer: ( ) Unit Information English Revised: Project Engineer: ( ) PROJECT STARTED: ACCEPTED: ( ) Sheet NJmoer Void: Comments: ( ) 4820998 Pages: 20 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppe., Clerk and Recorder, Weld County , CO MCI fhehm:Num I JI II PLAN M STANDARD PAGE PLAN M STANDARD PAGE NUMBER MILE NUMBER NUMBER TITLE RUMBLE in M-100-1 STANDARD SYMBOLS (3 SHEETS) 1-3 O M 60G 1 MIDWEST GUARDRAR SYSTEM TYPE 3 W -BEAM 79-97 M. M-100-2 ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7 31 INCHES (19 SHEETS) (h1�V/SEO GY .V.4,PCR 5, 1070/ C7 N. 203 1 APPROACH ROADS 8 OOL 13 GUARDRAIL TYPE 7 F -SHAPE BARRIER (4 SHEETS) 98-101 11 M-203-2 DITCH TYPES 9 O AI GOG 14 PRECAST TYPE 7 CONCRETE BARRIER (4 SHEETS) iB4-184• (/rEvrsEa av aA1Pa .tq za1oJ O M 203 it SUPERELEHTHIV N CROWNED AND 10-12 O M GOG 1 GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER 105-115 DIVIDED HIGHWAYS (3 SHEETS) (11 HEETS) (REV/SEO [3V A/ARCH $7070/ M 26J 12 SUPERELEVATION STREETS (2 SHEETS) 13-14 • M-607-1 WIRE FENCES AND GATES (3 SHEETS) 116-118 O M 206 1 XCSHEETSAVATION) AND BACKFILL FOR STRUCTURES 15-16 p M C07 4 CHAIN LINK FENCE (3 SHEETS) I19-121 O M P00 P EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS).. 17-18 007 3 BARRIER FENCE 122 M-208-1 TEMPORARY EROSION CONTROL (11 SHEETS) 19-29 C3 M 607 4 DEER FENCE, GATES, AND GAME RAMPS (5 SHEETS) 123-127 CJ M P10 1 MAILBOX SUPPORTS (2 SHEETS) 30-31 07 !0 PICKET SNOW FENCE 126 O M P14 1 NURSERY STOCK DETAILS 32 C7 M 07 I6 ROAD CLOSURE GATE (9 SHEETS) 129-137 C3 M 21G 1 SOIL RETENTION COVERING (2 SHEETS) .................... 33-34 O M COO 1 CURB RAMPS (10 SHEETS) 138-147 C] M I1P 1 CONCRETE PAVEMENT JOINTS (5 SHEETS) 35-39 007 S CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 148-151 O M '1P P CONCRETE PAVEMENT CRACK REPAIR (4 SHEETS) C3 M 611 l CATTLE GUARD (2 SHEETS) 152-153 /AL M; /SSC.lO QV OCTQ9ER 7, ICl/9l C3 M 611 2 DEER GUARD (2 SHEETS) 154-155 C3 M 610 1 STRUCTURAL PLATE PIPE H-20 LOADING 40 G M 014 1 RUMBLE STRIPS (3 SHEETS) 156158 O M GO1 1 SINGLE CONCRETE BOX CULVERT (CAST -IN -PLACE)........ 41-42 M 014 2 SAND BARREL ARRAYS (2 SHEETS) 159-160 (2 SHEETS) C7 M O1., I EMBANKMENT PROTECTOR TYPE 3 I61 C7 M G01 2 DOUBLE CONCRETE BOX CULVERT (CAST -[N -PLACE)....... 43-44 C7 M C15 2 EMBANKMENT PROTECTOR TYPE 5 62 (2 SHEETS) -0-51-1301-5- TRIPLE CONCRETE BOX CULVERT (CAST -IN -PLACE)....... 45-46 O M G10 1 INVERTED SIPHON 163 (2 SHEETS) C] M 020 1 FIELD LABORATORY CLASS 1 164 C3 M COI 10 HEADWALL FOR PIPES 47 C3 M 620 2 FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166 C] M 601 11 TYPE "S" SADDLE HEADWALLS FOR PIPE 48 C3 M C20 11 FIELD OFFICE CLASS 1 167 [] M GO1 12 HEADWALLS AND PIPE OUTLET PAVING 49 C] M 620 12 FIELD OFFICE CLASS 2 168 C] M G01 PO WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS)... 50-51 C3 M 620 1 SURVEY MONUMENTS (2 SHEETS) 169-170 M-603-1 METAL PIPE (4 SHEETS) 52-55 M 603 2 REINFORCED CONCRETE PIPE 56 1,'54-6603-5- PRECAST CONCRETE BOX CULVERT 57 CORRUGATED POLYETHYLENE PIPE (AASHTO "294) 58 AND POLYPROPYLENE PIPE (AASHTO 54330) C7 M 003 5 POLYVINYL CHLORIDE (PVC)PIPE (AASHTO M304) 59 C7 M CO3 G STEEL REINFORCED POLYETHYLENE 60 IIIII RIBBED PIPE (AASHTO MP 20) M-603-10 CONCRETE AND METAL END SECTIONS 61 C7 M CO3 12 TRAVERSLE END SECTIONS AND SAFETY GRATES...... 62-64 SHEETS)AB -e5-M-fiB4-16 INLET, TYPE C 65 C7 M CO1 11- INLET, TYPE D 66 C] M G04 12 CURB INLET TYPE R (2 SHEETS) 67-68 M CO4 13 CONCRETE INLET TYPE 13 69 $id -884-20 MANHOLES (3 SHEETS) 70-72 C7 M 604 P� VANE GRATE INLET (5 SHEETS) 73-77 CI M COS 1 SUBSURFACE DRAINS 78 COLORADO DEPARTMENT OF TRANSPORTATION M&S STANDARDS PLANS LIST July 31, 2019 Revised on April 30, 2020 ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED AND REVISED,APPLY TO THIS PROJECT WHEN USED BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. THE M&S STANDARD PLANS USED TO DESIGN THIS PROJECT ARE INDICATED BY A MARKED BOX � AND WILL BE ATTACHED TO THE PLANS. ALL THE OTHER M&S STANDARD PLANS ARE STILL ELIGIBLE FOR CONSTRUCTION IF APPROVED BY AN APPROPRIATE COOT ENGINEER. PLAN S STANDARD PAGE NUM@ER MILE NUMBER • S-612-1 DELINEATOR INSTALLATIONS (8 SHEETS) 171-178 ROADWAY LIGHTING (8 SHEETS) OPEV/SEO CAY OECEA.6E'R 77 TO/9J 79-186 • S-614-1 GROUND SIGN PLACEMENT (2 SHEETS) 187-188 MI S-614-2 CLASS I SIGNS 189 ▪ 3— CLASS II SIGNS 190 . caw 4 CLASS III SIGNS (3 SHEETS) 191-193 BREAK -AWAY SIGN SUPPORT DETAILS 194-195 FOR CLASS III SIGNS (2 SHEETS) CONCRETE FOOTINGS AND SIGN ISLANDS 196-197 FOR CLASS III SIGNS (2 SHEETS) TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS) 198-204 /SLo ERSE0E0 L8V ✓MUARY 1� 1010 BY 3-6/4-I5/ [7 5 614 !0 MARKER ASSEMBLY INSTALLATIONS 207 D S G14 I1 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 208 O 6 611 12 STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210 O 3 G14 Si FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS). 211-214 $:}-6t4-PB TYPICAL POLE MOUNT SIGN INSTALLATIONS 215 C7 S C14 21 CONCRETE BARRIER SIGN POST INSTALLATIONS 216-217 (2 HEETS) O $ G14 PP• TYPICAL MULTI SIGN INSTALLATIONS 218 C7 S G14 40 TYPICAL TRAFFIC SIGNAL 3-75'DOUBLE MAST ARMS 219-223 65'-7=1, MAST ARMS (5 SHEETS) C7 S C11 10A ALTERNATIVE TRAFFIC SIGNAL 224-227 25'-55'SINGLE MAST ARMS (4 SHEETS) S C11 11 TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) 228-240 C7 7 014 4P CABINET FOUNDATION DETAIL (4 SHEETS). 241-244 S 611 13 TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 245-252 SHEETS) CIS C11 11 PEDESTAL POLE SIGNALS (2 SHEETS) 253-254 CJ S 611 1' PEDESTRIAN PUSH BUTTON POST ASSEMBLY DETAILS (AE w /SS[AO 6Y ✓ANUARY .T 1010) C7 S C14 50 STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) 255-266 O 5 C14 GO DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) 267-280 N I S-627-1 PAVEMENT MARKINGS (9 SHEETS) 281-289 OPEY/SEO (3Y AHP/L /7 7010/ C7 5 30 1 TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION 290-313 (24 SHEETS) O 3 OJO 2 BARRICADES, D(IX ONCRETE BARRIERS (TEMP) 314 AND VERTICAL PANELS CI C 630 3 FLASHING BEACON (PORTABLE) DETAILS315 C7 S 630 4 STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 316-317 DETAILS (2 SHEETS) -0I-S-236-6- PORTABLE RUMBLE STRIPS (TEMPORARY)(2 SHEETS) 318-319 C7 S 630 6 EMERGENCY PULL -OFF AREA (TEMPORARY) 320 O S 30 7 ROLLING ADBLOCKS FOR TRAFFIC CONTROL 321-323 (3 SHETS)RO Oc Print Date: November 19, 2021 File Name: WCR 21 -STANDARDS PLANS LST.DWG Horiz. Scale: NTS Vert. Scale: As Noted Unit Information English Sheet Revisions Date: 4164 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 STANDARDS PLANS LIST Project No./Code Project Number Revsed: Desigher: D. Egger Void: " uctur _ Numbers Code Sheet Subset: Subset Sheets: Sheet Number 2 4820998 Pages: 21 of 89 04/22/2022 10:58 AM R Fee:$0,00 Carly Kopp., Clerk and Recorder, Weld County , CO GENERAL NOTES GENERAL NOTES A. Street Improvement Notes 1. All street onsruction is subject to the Genera', Notes on the cover sheet of these plans as wet, as the Street Improvements Notes listed here. 2. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 3. When an existing asphalt street must be cut, the street mus! be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by "en he Inspector before any cuts are mode. Cutting and patching shah be done in conformance with Weld County Engineering and Construction Criteria. The finished patch m in anon of need for o complete overlay shall be made by the led with adjacent landowners such that future projects do not B. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marring is subject to the General Notes, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONEYS, crosswalks, stop bars, etc. shall ae pre —formed thermo—plastic. 3. All signage shall be per the latest Weld County S[antlords and these plans or as otherwise specified in the latest MI: TCD. 4. All lane lines shall receive two coats of latex paint with glass beads. Prior to permanent installation of traffic striping and symbols, the Contractor shall place temporary tabs or tape depicting alignment and placement of the same The'r placement shall be approved by the Engineer prior to permanent installation of striping ana symbos. 6. Pre —formed thermo—p'ostic copiicat'ons shall be as specifiec in these Plans and/or these Standards. 7. Epoxy appicolions shall be applied as speci`ieC in CDOT Standard Specifications (or Rood and Bridge Construction. 8. All surfaces shall be thoroughly cleaned prior to installat'on of striping or markings. 9. All sign posts shall utilize break —away assemblies per the latest Wcld County Engineering and Construction Criteria. 10. A fiend ,nspect'on of Ixation prior to installation of all signs shad be performed by the Engineer and or the Weld County Maintenance Support Division. All discrepancies identified during the field inspection must be corrected prior to Final Acceptance. Signs wit �. be inspected after nst❑Ilation ana prior :o final aceptnce. The Contractor shall not perk any vehicles or equipment in or disturb any areas not approved by the Engin ear. anion to placing Luminous pavement, the paved surface shall be swept and cleaned with pickup groom. This wi�l not be paid for separately, but shall be included in the cost of the 403 Hot Mix Asphalt Patching item. 3. It is estimated that 3130 tons of Hat Mix Asphalt Pavement will be required on this project. oy 2" minimum deep asphalt mill pass, outside of wheel path for entire length of joint. Where new pavement is to abut existing pavement, the existing pavement shall be removed to a neat vertical ine using ❑ cutting saw. Cutting shall d done a minimum distance p ve inches fr edgeedge. dgeSaw cutting shall rot be permitted in the wheel path unless approved by the .npavement will not be paid =or separate)y,but shall be included it the cost of Contractor. Construction an material testing of project shall meet the most current version of the CDOT road and bridge specification, and CDOI field materials manual. Print Date: November 19, 2021 File Name: KR 21 -GENERAL NOTES.DWG Horiz. Scale: NTS Vert. Scale: As Noted U. Information English Sheet Revisions Date: 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 GENERAL NOTES Project No./Code Project Number XXX Code Designer: D. Egger Void: structure _ Number Sheet Subset: Subset Sheets: Sheet Number 3 4820998 Pages: 22 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III MAI II III PM By: Rhona° Gunner A Drawing Nome: 0: \Protects\WCR 21\Dwg\Sheets\WCR 21 -Existing dwg Friday. November 19. 2021 • # 6( P` S 00 Ant - I °20,170511001 NA , Cl• 9 c,vr (Luray w..,a LW ihrt•I I 0101'700/100:1 LIMITS OF DISTURBANCE Penni 1020,270.5001 - z 24 . .. 4,•; Weld County Road 126 • 046 ._, tJ� -4 !110/ ranter Aar mm 0 100' 200' 300' 'PA a i ,t,100' Si OF Wpb 4011 PAILR� W 04i Pent I °20117057002 l l ft.' I oa'Jr. ' Cat, ., LIMITS OF DISTURBANCE �+A (True S mete T 2244 Y Sic LEGEND: ♦ vI 61447 End SYr..1 ark ; # • '' . - .., **el 04�O�R`CS1& ... �� _ _.; /. _ _" L a •. '� n3 O&', l• a Aim( 1020/1705>oos LIMITS OF DISTURBANCE c!c � - j I $ Warner Ave'Ilse r_ �� EXISTING CONTOURS ,)437t ions / -- r,• I Ex1STING STORY ORAIN or $ Roosevelt Street, r EXISTING OVERHEAD UTILITY FIBER E%/STING OPTIC , Itf• II `- IOW S�1j�pY EXISTING FIBER OPTIC EXISTING ROAD CENTERLINE 00 CONTROL POINT S FIELD SURVEY BY: Se s Y r 4' ti0' ROVI .n = ... !.t!. . L' N'- r- O °Pi'� Tr�� I ' k t - ORIGINAL FIELD SURVEY 'MASTIC SURVEYING Moy 14, 2071 GEOTECHNICAL EXPLORATION BY: ➢57J urnlr y lhnv/ 1Gr02oq 01271A29006 IWWI.Tr ttlVON : el, G GROUND ROAD 21 FROM WELD COUN r ROAD 136 TO WELD COUNTY ROAD 124 CARR. COLORADO PROJECT NO 21-0020 DATE. Jwy 26. 2021 NOTES: p @ Gray Avenue $ ••-., NII And 9679 F i w Awnr IC'os°ln/s11ooe : • - . Patton Avenue 102012/12/008 Srl r • •• • ��;, . -, • Amyl/ 020/27027001 -�y I THE SIZE. TYPE AND LOCATION OF ALL UTILITIES ARE APPROXIMATE WHEN SHOWN IT SHALL BE THE RESPONSIBILITY OF VERIFY THE EXISTENCE DF ALL UNDERGROUND AREA OF THE WORK. 2 CONTRACTOR SW1ll BE RESPONSIBLE DEMOLITION. REMOVAL, REPLACEMENT AND FACILITIES AND MATERIAL THE CONTRACTOR K ENCOURAGED TO MANNER THAT MAXIMIZES SALVAGE. RE MATERIALS. THIS INCLUDES APPROPRIATE IN PARTICULAR, DEMOLITION CONCRETE. COURSE SHOULD BE RECYCLED IF POSSIBLE 4. ALL SYMBOLS ARE ONLY GRAPHICALLY NOT TO SCALE %,1„ . `,`` REG, ,','' = �A132876 '=,.,.'_'.t�•'�f•• '''1° In%%%%%`� KNOWN UNDERGROUND ON THESE DRAWINGS. THE CONTRACTOR TO UTILITIES IN THE FDR COORDINATING DISPOSAL OF ALL PERFORM OEMaIiIDN IN A -USE ANO RECYCLING OF SORTING AND STORING ASPHALT AND BASE REPRESENTED AND ARE `� Fund 1020127048001 Q. i A Paden Avenue f $ \� a. �`: • E * A1a4i I °20127°26005 1' 5-C.1/4.O ICI 00 : Weld Weld County Road 124 °201 0600, . a2x -.N9 A.o.I I °2°117044°°1 S 0t Awcr1 1 02013410000 fA Ara I °20127045001 . e2-ex GNA r'P ! \ \\_V -.. \A SURVEY CONTROL POINTS POINT I DESCRIPTION NORTHING EASTING ELEVATION 1 GP -BUFFALO 151155711770 1175015..610 5671.69McGuire Avenue ns - ' 2 OP4WTELOPE 1570254.1720 7177571.1650 570627 • 104 6M NOB CJ60 1952 1573641.24W 715/615.0600 5659.06 Print Date: November 19, 2021 Sheet Revisions 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN Project No./Code File Name: WCR 21—EXISTING.DWG Dote: Comments In t. No Rev'sions: 'roject Number XXX Horiz. Scale: 1" = 100' Vert. Scale: As Noted �� Unit Information English c-----) Revised: Designer: J. E er g 9g ;ructure Cuce'XXX CD Retailer: R. BL.nner \lumbers Void: Sheet Numoer 4 Sheet Subset: Subset Sheets: 58 PM By. Rhondo Gunner N O N 01 \Projects\WCR 21\Dwg\Sheets\WCR 21 -Existing Detoiied.Owg Fridoy, November Drawing Nome: 4820998 Pages : 04/22/2022 10:58 AM Carly Koppes, Clerk and 23 of 69 R Fee:$0.00 Recorder, Weld County , CO III KAUkitiVIA'144Lhyil►4'dWhFiMihhWeIII III / / PROTECTION AND REMOVAL TAG: / / t41/4 20 0 20' 40' 60' / / / / TIBER OPTIC VAULT TO BE PROTECTED IN PLACE 7 'SPEED LIMIT 4S' SIGN TO BE RESET / OEtr p// / sec- / 2 STOP SIGN TO BE PROTECTED IN PLACE 8 SPEED LIMIT W SIGN TO RE RF'I ' -1?, �% SCALE: 1" =20' (True scale for 77141 OHM wet / fi / / 'C / 3 TELEPHONE BOX TO BE PROTECTED IN 9 SPEED LeArt 30 SIGN TO BC RESET PLACE J • M t` t C, f.. ... / R0 / // o PROTECT FENCE IN PLACE. RESET IF NEEDED 10 MAILBOX TO BE PROTECTED IN Pr ACE /7 l »,fi © "REDUCE SPEED" SIGN TO BE RESET / / 15' CMP CULVERT TO BC REMOVED ' to / W 6 INTERSECTION SIGN TO BE RESET a EXISTING TREE TO BE REMOVED r; O S q/ , �a� 6Tl�a.uo�6� — `� O0��Loa�o 5675 773 N - 77.5 ., r L 1 1 / 77.5 567> 5676 75.5 / 75.5 5675 5675 $676•. 56 7S ' /1.5 fJ/ 75.5 5675 >9 77 ; /t.5 12+50 S $677 76 ° 12 ' 4 5676.75.5 11+50 / O S 1 11+00 / g I Weld County Road 1o�so 21 ,55 / I 1000 9+t 5615 1 9«00 5515 11.6 ' j / 765 / 5575 -f 77.5 9 rJ6'I6 5677 t65 / 71' 1116 5576 ,SS 5676 , �` Y M A P KEYMAP ADO 1 _ li I LEGEND: 2 �'-- '` Anti 9 020134100009 / / EXISTING CONTOURS HAVA9If Ara* EXISTING STORM DRAIN . • `-•A EXISTING OVERHEAD LOLL, T♦ EXISTING FIBER OPTIC EXISTING FIBER OPTIC EXISTING ROAD CENTERLINE J CON *ROC. POINTidc FIELD SURVEY BY: ..,q.-.,. A. ` ..) S„4v. '. )A'. •.L]Y '4 /S. GEOTECHNICAL EXPLORATION BY QUOo o :n '.061 + � �I� 00aine WELLDNCOUNTY D NfROADC21 FROM *LLD COUNTY ROAD 136 TO WELD COUNTY ROAD 124 CARR. COLORADO PROJECT NO 21-0020 DATE- July 26. 2021 NOTES: 81 5 I- CO CD— C 5 — — 'te' — —GROLJali— — FO 5 5 — °�et•Lw�a 81 5 5587 — 5680— — — c. `_-�` .I 79.5 5679 ‹ "5.5 ��..., - I- + 5680 79.5 75.5 ,- 5679 5678 V) N 8, 3 ..- 78.5 /"r ; `es` Seat r 77 ; t6«50 Weld County 65678 •" 5 S(. 1600 Road 21 7.. 1550 15+00 I THE SIZE. TYPE AND LOCATION OF All KNOWN UNDERGROUND UTILITIES ARE APPROXIW,t[ WHEN SHOWN ON THESE DRAWINGS. II SHALL BE THE RESPONSIBIII OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FAGM�TILES AND E MATERIAL.REPLACEMENT AND DISPOSAL OF ALL S. THE CONTRACTOR IS ENCOURAGED TO PERFORM OEAIOIiTON IN A MANNER THAT MAXIMIZES SALVAGE. RE -uSE ANO RECYCLING OF MATERIALS THIS WCLuDES APPROPRIATE SORTING AND STORING IN PARTICULAR. DEMOLITION CONCRETE. ASPHALT ONO BASE COURSE SHOULD BE RECYCLED IF POSSIBLE 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE _ 14+50 g BOS )93 9 785 I 14«00�8p I ----F 13+50 ST; 13+00 ''• 76 8/ 1 < 1 I, 12+50 �N tir,ri 3 E - , 12 '00 60.5 i 5580 5 19 0 5691 -_. 0: _Stir ...... _ 6610 ,85 0 5 5680 __. _ hO C $; I 111 5€82 6 F- _ tlt •. 5c5, bU r 56 5679 755 7q X79 C ,579.5 50 E _ Z - 5678 `- _80 75.3 - r: - 5680 I L -5679 7/,5 J .....co, -CO laaaaal�• L__ - _. _ „ 5678 In —� I— W �� 1�i3o�Epy, o • .• sap Q Z G n:., •.I . ,I: a,r--, uie'IOI !U - I ,, N• ,+, �p fgl, +' 1N % � � ' M R' F . : ��'•. tar P 7 K = 2 ♦ 7e =7j�� %.11.1 , i,7A• `; iC, .10ii, At t. , , ` SURVEY CONTROL POINTS POINT 1t _... DESCRIPTION NORTHING EASTING ELEVATION --- 1 GP-6UFFALO ,a56/6s7R6 3176065.MJ0 5471.N 2 GP -ANTELOPE ,67D2N., 7.20 7177s76.iem 5706.27 104 611 NOS C360 ,662 15771112460 3156615.0600 5666.06 Print Date. Noverroer 19, 2021 Sheet Revisions EXISTING CONDITIONS AND DEMOLITION PLAN Project No./Code 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 File Name WCR 21 -EXISTING DETALED.DWG ,;•,_ Comments _ No Revisions: Project Number XXX Horiz. Scale: 1" = 20' Vert. Scale: As Noted ( ) Unit Information English Revised: Designer: D. E er 9 99 ;ructure Code XXX C IDetailer: R. Bunner Numbers ( ) Void: Sheet N Jmoer 5 Sheet Subset: Subset Sheets: ( ) 4820998 Pages: 24 of 69 04/22/2022 10:58 AM R Fnn:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Drawing Nome: D: \Projects\WCR 21\Dwg\Sbeets\WCR 21 —Existing Detailed.dwg Friday. November '9. 2021 1:58 PM By Rhonda Bu mconrolegimintiolopiihwirxiiimiik liii PROTECTION AND REMOVAL TAG:;. LEGEND: 20' 0 20 40' 60' FIBER OPTIC STOP SIGN TELEPHONE PLACE PROTECT REDU'CE INTERSECTION VAULT TO BE PROTECTED IN PLACE TO BE PROTECTED IN PLACE BOX TO BE PROTECTED IN FENCE IN PLACE, RESET K NEEDED SPEED' SIGN TO BE RESET SIGs TO BE RESET 0w� -SPEED LIMIT t5' SIGN TO BE LIMIT 35' SIGN TO BE 'SPEED LIMB TO' SIGN TO BE MAILBOX TO BE PROTECTED IN t5' CUP CULVERT TO BE REMOVED EXISTING TREE TO BC REMOVED O O RESET RESE RESET PLACE 80 :. 1 7 2 ( i )'SPEED ~ SCAT F: 1" =20• (t'�•: s�.11c Io. 77+:Y1 snca s.c1 9 • r _ _ _—__ y -- • ( Ill O 10 ©r 1 1 n. A l wI :L 6 12 ♦ -.. - �_,, K 7 _amaimm 5684 19+00& 5684 8' 5 83.5 :r- Weld 18+50 < , o oflo• --`r' 93.5 3 5683 County Ro 4 °°��LRon�n 83.5 5663 82.5 H2.S 21 18+00 17+50 5682 17+p0 568.3 8683 5682 81.5 81.5 81.5... Q H (n 3681 _w — Io>_� + O `,661 g.; 5 'E' ",', x'11 ... I I.) 19,5°ad B?S 16+50 I 615 16 ae y 00 15150 I I — .. 5663 5681 84 5 5681 . C e/ 5 83 __ .. 63 S 5684 5583 82 5 82.5 5bBt 83 583.5 ��.._ '>—�.-_ Q Z 5685 5552 5682 5683 82.5 I Un. k , t-, ... z ��- - ��.o„N�o,��o -- anima imams PaytonOmIY704B001 _ KEYMAP ..r.._� 6 o �..�� ...� o �� O �o�o0�pp� i- Q Nis _ EXISTING CONTOURS EXISTING STORM DRAIN--- EXISTING OVERHEAD UTILITY EXISTING FIBER OPTIC EXISTING FIBER OPTIC &XISIING ROAD LENILRLIN& CONTROL POINT FIELD SURVEY 4987 SIMs' — . O _ C0��,a 5685 84 8: Hs5 21+00 85.5 5685 84 5 5 5 20+So I 5685 Itttt_ < 20 O a - + O N 8.84 •. b8+ otiL 100 iiijii BY: ORIGINAL FIELD SURVEY. MAJESTIC SURVEYING DATE' EMoy 11. 2021 GOTECHNICAL EXPLORATION BY: GROUND E NCINEERING WELD COUNTY ROAD 21 FROM WELD COUNTY ROAD 136 TO WELD COUNTY ROAD 124 CARR• COLORADO PROJECT NO 21-0020 DATE July 26. 2021 NOTES: wooa'D°��F 4I �- - 86 5 N 66 5 568' % 5 1.50 24 I 87.5 o��. .000�� 23+50 I �e� -Ot-Do�tao�0 56865686 `687 I 23+00 — l 3t 86.5 6 r t5 g r > ; 0 oxa s_ 5686 85.5 855 85 5 _ -a �7� , THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND , UTILITIES ARC APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AREA OF THE WORK. 2. CONTRACTOR SHAH BE RESPONSIBLE FOR COORDINATING REMOVAL, REPLACEMENT AND DISPOSAL OF All FACILITIES AND MATERIAL. 3. THE CONTRACTOR IS ENCOURAGED TO PERFORM DEMOIrtION N A MANNER THAT MAXIMIZES SALVAGE. RE -USE AND RECYCLNG OF IN PARTRCULAR. DEMOLITION CONCRETE, ASPHALT AND BASE COURSE SHOULD BE RECYCLED s POSSIBLE 1. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE `,.1t1I1RE% , 1,/ j� : 0. 0. t1r32978 //I'',ANAlt"rt••• ,..,, 8j " 00 8 5 I Weld County Road 21 22+50 I I B6 5 1g* J1 3 686 22+00 21+50 I I I sorb 9-:8,DEMOLITION. 00 Z ___ 568r 36� 87.3 I U 5687 g7 5 B6 5 84.5 a 5666 $ 5666 85 ,. 65 5 85.5 5685 5685 -Sc.. Q W Z �. J , I Q 2 -��- Pan* 1 0W127040001 Bt. 56858, _ . J :o Print Date: Noverroer 19, 2021 Sheet Revisions woo 0 Street Greeleeele y, CO 80631 Phone: (970) 400-4000 EXISTING CONDITIONS AND DEMOLITION PLAN Project No./Code File Name: WCR 21 -EXISTING DETALEJ.DWG Dote: Comments No Revisions: mber Project Nu XXX Honz. Scale: '" = 20' Vert. Scale: As Noted ( Unit Information English Revised: Designer: J. Egger ,,r ucture cumbers Coce XXX ( Detoiler: R. Bu lner ( ) Void: Sheet Numoer 6 Sheet Subset: Subset Sheets: ( 4820998 Pages: 25 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO PROTECTION AND REMOVAL TAG: 20 0 20' 40' 60' 1 FIBER OPTIC VAULT 10 BE PROTECTED IN PLACE 7 -SPEED LIMIT 45' SIGN TO BE RESET 2 STOP SIGN 10 BE PROTECTED IN PLACE 'SPEED LIMIT 35' SIGN TO BE RESET Fs i A I SCALE: 1" =20' (TWO Kale lot 27.34 shad Wel TELEPHONE BOx TO BE PROTECTED IN 3 PLACf 9 'SPEED LIMIT 30' SICK It) BE RESET I »T • — : 1' • i •4 4 PROTECT FENCE IN PLACE. RESET IF NEEDED 10 MAILBOx TO BE PROTECTED IN PLACE :- e ' = r 5 'REDUCE SPEED' 9GN TO BE RESET � ts' CMP CULVERT i0 BE REMOVED + 3 6 INTERSECTION SIGN TO BE RESET ® EXISTING TREE TO BE REMOVED G } -l0. 4Mee 00-LO 0 LO N /19L' I � �� °°- 89.5 {V,/ 'x>-�_ �� Ut.��1 QG—.un—WI) O _ . "- . u : • -. 88.5 emu 1� °° 5689 our b686 }wzgathamlatoomm Y 61.5 568, ._..._ _.... .... 0 5688 67 5 86.5 N / _ Y • IL, . O 9 s Weld Count Read l l 493 �e E' • F 8- 5 28 , 6E 00 y 27+50 / 27+00 389 8,55 26+50 & 26+00 • 25+50 I 25+00 / 6/5 569D 69� 24+50 I 24 00 569k. - - - 9 566966., •1 ' 23+50 I _.. S46d o Y g7 5 '• �_ I 89 > .; 5690 8 6' 5 a 0LU5 89.55689 88.5 W 87 5 5689.5 5688 Z. o,��t0,�00,�00, K YMAP 5687 X69 ��K00t-00.0.-00 CQ — — — 6, 5 �.' L J S6 ��` U I�+00,Rwmaap x.667 N S LEGEND: I\ ,��nn r ,cello �maismommmiao la/ Q w Z 1NIIMMOIn1 2J Parcel . OROT27046001 EXISTING CONTOURS 4v61 EXISTING STORM DRA''. O EXISTING OVERHEAD EXISTING FIBER OPTIC EXISTING FIBER OPTIC EXISTING ROAD CENTERLINI �1JJ CON ilia POIN1 FIELD SURVEY BY. { G NA.. {v, . ;A' N0, .4 201' GEOTECHNICAL EXPLORATION BY. - } -. .:� - N - — O 5692 ��Lu,-LO �� lanai °'_—L 100 ' 'teaO�L°'�"�Losto0.00 0°�.�I°- °o 569`" tOO tDO �,=- —O - — !, 9 1 92 5692 - Q 5 —H • GROUND ENGINEERING - - WELD COUNTY ROAD 21 FROM WELD COUNTY ROAD 'S6 TO WELD COUNTY ROAD 124 CARR. COLORADO PROJECT No 21-0020 DATE r 26. 2021 NOTES: 5692 91 5 `E l' f2+SC it .' • Weld County Road 7 1 p2.3 58�J 915 AU1 UI 5692 5691 N i2 00 37+50 9� ; •I<'` 31+00 9;! , 30+50 d 6s1 I • I 30+00 a .1 5(,93 • I & 29+50 • I • 29+00 "°y 92.5 z8+so •28 < 00 27. o 5 5692 - THE SIZE. TYPE AND LOCATION UTILITIES ARE APPROXIMATE WHEN IT SHALL BE THE RESPONSIBILITY THE EXISTENCE OF ALL AREA OF THE WORK. 2. REPLACE RESPONSIBLE OE NTR TI TOOR SHALL BE FACILrtTI AND MArAL. R J. THE CONTRACTOR r5 ENCOURAGED MANNER THAT MAXIMIZES SALVAGE. MATERIALS THIS INCLUDES APPROPRIATE IN PARTCULAR. DEMOLITION CONCRETE. COURSE SHOULD BE RECYCLED 4, ALL SYMBOLS ARE ONLY GRAPHICALLY NOT TO SCALE `,TAI\111,,, ` 0 • :� `NSNM(yc: - • Ki2976 Of Of UNDERGROUND S REQ. ALL SHOWN THE 0 TO PERFORM RE -USE POSSIBLE REPRESENTED , te, ! KNOWN UNDERGROUND ON THESE DRAWINGS CONTRACTOR TO UTILITIES IN THE INATING DISPOSAL or ALL DEMOLITION IN A AND RECYCLING OF SORTING AND STORING ASPHALT AND BASE AND ARE - 1D F, 9, •5 1 12S 4: I i -b9J� 5Fyt 569; 91.5 p0.� (, $' �b' 92 5 9t 5 I �Ilrrco,�c.0 I 915 w )I -COI ' X692 5590VERIFY —�.0 5692 90= �1° -�' //\ \\J cQ - A u 92 5 90 5 I 89.t L J _-__ 91;, Scv1 X1+0 \�/ — — �.co AMA[)mamma I.— ant�' w C Z omem001�_' �� "mat / OZVlt,0,5001 . .l Print Date: November 19, 2021 Sheet Revisions 0 Street Greeley, CO 80631 Phone: (970) 400-4000 EXISTING CONDITIONS AND DEMOLITION PLAN Project No./Code File Name: WCR 21 -EXISTING DETALED.DWG .... Commentsli No Revsions: Project Number XXX Horiz. Scale: 1" = 20' Vert. Scale: As Noted ( Unit Information English Revised: Designer: J. Egger ;Facture Coce XXX () Retailer: R. Burner Numbers Void: Sheet Number 7 Sheet Subset: Subset Sheets: C D 4820998 Pages: 26 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO KIM Ma:4A I '4 2021 1:58 PM By Rhondo Bunner Drawing Nome: D:\Projects\WCR 21\Dwg\Sheets\WCR 21 -Existing Detoiied.dwg Friday. Novel PROTECTION AND REMOVAL TAG: 20' 0 20' 40' 60 1 FIBER OPTIC VAULT TO BE PROTECTED IN PLACE 7 "SPEED LIMIT 45' SIGN TO BE RESET H I I I 2 STOP SIGN TO BE PROTECTED IN PLACE ( 8 ) "SPEED LIMIT 35" SIGN TO BE RESET \ / t✓ SCALE: 1" =20' (Two KNO for 7244 shoot we) 3 TELEPHONE BOX To BE PROTECTED IN PLACE 9 "SPEED LIMIT 30` SIGN TO BE RESET • 1 v — :I OPROTECT FENCE IN PLACE. RESET IF NEEDED '� O MAILBOX TO BE PROTECTED IN PLACE © `REDUCE SPEED. SIGN TO BE RESET 11 15" CMP CULVERT TO BE REMOVED <O INTERSECTION SIGN TO BE RESET O 6 EXISTING TREE 10 dL RE wOVLD ,21) 699 — W— 4 95.5 5695 Io��Lo�',w��nao4 t 965 5696 95.5 569c� o��.I„�:�,�� O — '', 36+50 :',697 �l 915 5693 95.5 a 5695 9.1 5 Maus r �� U' lu iv 92.5 I f 36 '� 5694 96.3 E�-I_-mil op- 00 93.5 5693 5ti9ti 93.5 35+50 Weit1 COO lt�l Road 5691 21 495 5693 92.:. 35+00 34+50 sf 94 (It ' I I E I 34+00 95.5 33+50 9.) i.9e 33+00 ., ' 32+50 • 93.s 56951 32 00 31+50 7I 45 5694 91 5 IL S 5694 Y 4 swimmer 5695 94 5 93 9 Q Z ��o• ^.., r____ 5694 94 5693 5694 9 - - .<.,L` .._...... .' - - ,°--� __ 5695 5 ." 93.5 'b 97 y. - --- 5694 - I tA KEYMAP - — - 569492 5 yN��ool \O�I,O• , 5693 I��oO'� :f?, cO s II LEGEND: 11 �� \ Qz \ \-�-- 1 \ fang g 020117046001 \ \ ...a.EXISTING J CONTOURS 4987\ EXISTING STORM DRAIN B= _31� 1.1.•=^ O C se9 `- bloe EXISTING OVERHEAD UTILITY JHE EXISTING FIBER OPTIC EXISTING FIBER OPTIC EXISTING ROAD CENTERLINE CONTROL PONTPdNi FIELD SURVEY BY: o , o o�.�, — o v—■ JO— O�-1()O—I�I�IO�sio��a-oc`n .8 o°__I oo_�I 5 4P 5 98.5 o��I ....�-- o �.b �R — — _ — br ORIGINAL FIELD SURvIv MAJESTIC SURVEYING DATE: May 14. 202' GEOTECHNICAL EXPLORATION BY: - �IC..-< O} 5696 .'�Io 560 r- �� 97 5 97 5 �b: 9 97.5 HA (D _ q�.,�fl 40 . 4. 99.5 T+699 i Weld County Road 91 5697 956 Ou cI 39' 50 ; 97.5 569/ 39+00 ��iu„- C7 --�i ui.��l 569`, I I I 8 38+50 '9a5 38+00 ,,, 9t�5 sc91. rI 5696 37+50 37+00 3 96.9 �,,', GROUND ENGINEERING WELD COUNTY ROAD 71 FROM WELD COUNTY ROAD 156 TO WELD COUNTY ROAD 124 CARR. COLORADO PROJECT NO 21-0020 DATE July 26. 2021 NOTES: d I I I 36+50 a°j p65 I 5697 -50 ,U�, I s J.ti.;,I '.-)?..9 n 565 h fT' ,> [ U I, 56D9 � r- JJ 559 p8.5 5698 , ....�..: �._• ....� < Z $ ��. ,._.�...�:) -�.��I��;�.�L,..I,.e .� �. lesc- o �.yy. I 1 THE SIZE. TYPE AND LOCATION or ARE APPROXNNTE WHEN IT SHALL BE THE RESPONSIBILITY VERIFY THE EXISTENCE OF ALL UNDERGROUND AREA OF THE WORK. BE RESPONSIBLE 2. DEMOLCONTLIITIION. REMOVCTOR LA , REPLACEMENT FACILITIES AND MATERIAL. 3. THE CONTRACTOR IS ENCOURAGED WINNER TINT MAXIMIZES SALVAGE, INI PARTICULAR. DEMOLITIONACONCRETE. COURSE SHOULD BE RECYCLED IF 4. ALL SYMBOLS ME ONLY GRAPHICALLY Npi t0 SCALE �` ••`, T \tH Al i2s�s ti .,', ,,,, ll1j11��` ALL KNOWN UNDERGROUND SHOWN ON THESE DRAWINGS. OF THE CONTRACTOR TO UTILITIES IN THE DINATING FOR OSAL or ALL AND DISP TO PERFORM DEMOLITION IN A RE -USE AND RECYDCSLITNG OF ASPHALTGAND BASERINL POSSIBLE REPRESENTED AND ARE GlS , i i' 5697 96.5 �C0��o�°o1�l' ' ____ oo' '0,��G,0��97 UUTILITIES I— W �� < Z X00 ��... J 7erte F uaor..7037uur / \ / •... ` \ 01447 20/ SNOW / L� ` \� - Po.c4l 020117087003 / \ cc- ,�' � / I 80' Rp10/ N / / wlr / / / / Print Date. Noverroer 19, 2021 Sheet Revisions 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 EXISTING CONDITIONS AND DEMOLITION PLAN Project No./Code File Name: WCR 21 -EXISTING DETAL_D.DWG Dote: Comments in t. Project Nu XXX No Revisions: Horiz. Scale: 1" = 20' Vert. Score: As Noted Unit Information English Revised: nP.SI per: �. gEgger;r� Coce XXX ( Detniler: R. BLiner Numberscture ( ) Sheet Numoer 8 Void: Sheet Subset: Subset Sheets: ( ) Drawing Name: 4820998 Pages: 27 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III FdIFITIVIefelliclUll:WIEMLICill'41Milikill1111 PROTECTION AND REMOVAL TAG: 20, 0 20' 40' 60 1 FIBER OPTIC VAULT TO BE PROTECTED IN PLACE O -SPEED LIMIT 45- SIGN TO BE RESET 1 2 STOP SIGN TO BE PROTECTED IN PLACE \ 8 / -sPEE0 UMIT 35' SIGN TO BE RESET SCALE: 1" =20' (That scab lot 72434 4,cct I , , 9 TELEPHONE BOX TO 8E PROTECTED IN 9 -SPEED LIMIT 30- SIGN TO BE RESET PLACE -- .�_ ' •`e -a • . is - t IL 1. 0 PROTECT FENCE N PLACE. RESET W NEEDED 10 MAILBOX TO BE PROTECTED IN PLACE "REDUCE SPEED" SIGN TO BE RESET e 15- CRP CULVERT TO BE REMOVED 6 INTERSECTION SIGN TO BE RESET 12 ExISTING TREE TO RE RE UOVED C Maw ODimaamme 4- - �i Q .;,�. u�Loo�l�..ou�aaa� °D� ��n..00�m 5702 S — ooaaa�� f {.y+y a �s 2701 5703 .`— W 99.5 '. 570? - 0.5 5699 _ S700 66.5 : Weld County ?5 Road 21 5/02 KEYMAP I ... as+so T5 42+50 OJ 42+00 °3 41+50 570p 41+0o 995 5889 43+00 4U + LEGEND. t I .. , ... _ I & I 1 I JO I I I 40 (1 y US.•_ .•,••••,t) , r,ta 5 4 570° �lcP g 5/00 99`- I 0.5 �.5 EXISTING CON TOUR5 410' J 5700 $ 99.5 -_- 5 961.55699 5700 99.5 - �� 5699Lli �,�, _ ` _ �.. ��, moo �oD-aoo 98 5 C) c%15TING STORM DRAB. tea. - � Z 3699 5699 465 2 -��•-� �� W X00'-00 7 I %ISIING OVE RNE AD ., Q EXSTING FIBER OPTIC. E %� LNG � E OP iC Pen* 1040147036001/-- / / R°'T01634 1, / R/ / Aral j OS012703700:: / �QJ OF 114). / , u� / Q / . / EXISTING ROAD GENTERUNI 100 CON ?RDL POIN1 FIELD SURVEY BY: - - - MAJES C S LDvRVEv DATE. M07 14. 2011 GEOTECHNICAL EXPLORATION BY: anamminsuanflawaamwaQ _ '1;t, h 4 �.. OZ O O NIA + ,S ammll GROu+D ENGINEERING WELD COUNTY ROAD 21 FROM WELD COUNTY ROAD 136 TO WELD COUNTY ROAD 124 CARR. COLORADO PROJECT NO 21-0020 DATE- July 26. 2021 NOTES a 4.5 57p- 04< we 013 ♦.s 4.5 — 4.5 4.5 wawa, D�k _ o ,._ — 31 J.5 _ 1. THE SIZE. TYPE AND LOCATION OF UTILITIES ARE APPROXIMATE WHEN IT SHALL BE THE RESPONSIBILITY OF VERIFY THE EXISTENCE OT ALL UNDERGROUND AREA OF THE WORK. 1. CONTRACTOR SHALL BE RESPONSIBLE DEMOLITION. REMOVAL. REPLACEMENT FACILITIES AND MATERIEL, 3. THE CONTRACTOR IS ENCOURAGED WANNER THAT MAXIMIZES SALVAGE. MATERIALS THIS INCLUDES APPROPRIATE IN PARTCULAR. DEMOLITION CONCRETE. COURSE SHOULD BE RECYCLED K 4. ALL SYI16OL5 ARE ONLY GRAPHICAE NOT TO SCALE ``,,,1111,,,,' ``, RED. I yf '�i�� ,•�y�C�..l�. RIALt ALL KNOWN UNDERGROUND SHOWN ON THESE DRAWINGS. THE CONTRACTOR TO UTILITIES IN THE FOR COORDINATING AND DISPOSAL OF ALL TO PERFORM DEMOUTCN N A RE -USE AND RECYCLING or SORTING AND STORING ASPHALT AND BASE POSSIBLE LY REPRESENTED ANO ARE it T kl ;: ,0 57c3�l�a�o °D��IOo�� 2 5 5702 5/1'4 2 5 } �, --I ug�� 4 5 S :, 3703 al 3.5 570? Weld otinty Road 1 t 5703 r 5 I 48 00ts 47150 ,. . s I 4 / + 00 3'Q R s s7,s3 46+50 5702 _.. -- - I 46+00 t 45'50 2.5 5705 , 45+� 4.5 I I 44+50 Al I 1 p fly 43+50 5704 , - I . Tn4 5 ' -5 ' , O .35 - c;�,45 3.5 5703 2 W 4 5/02 �— 5 5704 '�/GJ 2 5 S -D2 1 5 �_ Z 5 7 S 5704 S 2 5 J 5-,O} ;:, ��D, C .. �ppi��,��;n_.-� S70j 5701 L J - I 0.5 - ono ti! U SAD:.. ��o I 5 7, r �.f,0>_a�oo I o I��Do LU 1 5 ��o I 3 J D �o W F �CA1�� Q Z / lhrpJ 9 0901170[7_-.. �/ � I / - Print Date: Noverroer 19, 2021 Sheet Revisions joss. ...t. Greeley, 0 Street CO 80631 Phone: (970) 400-4000 EXISTING CONDITIONS AND DEMOLITION PLAN Project No./Code File Name: WCR 21 -EXISTING DETAL=D.DWG Comments No Revisions: Project Number XXX Horiz. Scale: 1" = 20' Vert. Scale: As Noted ( ) Unit Information English Revised: Designer: J. E er g 99 ,structure Coce XXX ( ) Detoiler: R. Bl nner Numbers ( ) /" Sheet Num;;er 9 Sheet Subset: Subset Sheets: ( ) 4820998 Pages: 28 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO kirdIVIRVIreleti rhilih'illYAUIMIVIir\iiiik iiii PROTECTION AND REMOVAL TAG- : --timier is — 20 ' 0 20' 40- 60 OFIBER OPTIC VAULT r0 BE PROTECTED IN PLACE 7 -SPEED LIMIT 45- SIGN TO BE RESET © STOP yGN TO BE PROTECTED IN PLACE 8 -SPEED LIMIT 35' SIGN TO BE RESE' SCALE. 1" =20' I i Ve scale Io' 7hJ4 mcct s/c) 0 TELEPHONE BOX TO BE PROTECTED IN 9 PLACE 'SPEED Loin 30- SIGN TO BE RESET - . _ _l Q O O PROTECT FENCE IN PLACE, RESET IF NEEDED 10 MAILBOX TO BE PROTECTED IN PLACE O • I Lc -". r .... LbO,4 co NU N 57oB� ooll S7 85 — �aI„o—_ 5 -REDUCE SPEED' SIGN TO SE RESET 11 TS' CMP CULVERT TO BE REMOVED 0 2'" p, - _. -.E:.. ' r +. - +,. ^k,_: -•. — ...:°09 �.. —` op� 5;08 5708 — — \ 6 PITERSECTON 5KN TO BE RESET e EXISTING TREE TO BE REMOVED 5208 A- Jj 15708 75 51+50 J)0j5707 ; 6.5 f0 nI-�.��L 51+00 s7o/ 5736 5705 O +�oD��l a3 l 7. s.5 i_ l CID S7C5 4 5 .- .� __. 50+50 It ,.3 370S - .. 4.5 I 11-- H ____ Q 2 Weld Cvwit • ' a 50+00 "06 5705 } Read 21 S7D8 c l 49++5u a W 6 5 5708 o I I 49+00 3 57106 Z 708 g - .. I I 48+50 _i75 I 48 1� a ,.s 00 5 7s ^o^ 6-54/.50 5707 6.5 - - 5/07 b 5706 —� 5.5 -- mop 6.5 . -r. _ .._. - l - - - -- - __ .. . . r.. 7.5— `. • 5707 U .4 5705 .. ,. 65 5 . . .. -GG 5 U el 1 .. y 570. ��o 5T35 1 �W 5734 i K EY MA P _'_5 M.00,—�..�o K� Q z ^ '�_�, I LEGEND: - .1 iJ - i / 80' RQlnw4 Q / / ra,o.i l o19127o2700i W671 C+eLr Aamr / i 0 olotninooc RrCM' wAY / I _ EXISTING CONTOURS 4987 -.-8' EXISTING STORM GRAIN iiiiiillt - EXISTING OyERHEAD UTILITY OHE 57'J 'e N 5 O C'J S7Og c�"~ In LS EXISTING FIBER OPTIC EXISTING FIBER OPTIC EXUTINO ROAD CENTERLINE 100 CONTROL PANT nit FIELD SURVEY BY. ORIWNAL FIELD SURVEY. MIUESTIc SURVEYING 4407 1,, 1 GEOTECHNICAL EXPLORATION BY. 56+50 0�� 12 56.00 ''70 "�"��, I� Rs 9 5 c )' 1''' I �°�saimean _ ...... _ - S) '1 •� � 57095709 7� �. ^''' 55Y;Q Y > �'. 9S - rS7�0 _. 55 5710 ;` •• 5706 0'. 8.a s s4+ weld Co e — �. tintY s ` - GROUND. WELD COUNTYN ROAD EE G21 IROM WELD COON TY ROAD 136 TO WELD COUNTY ROAD 124 CARR. COLORADO DROJECT NO 21 • 0020 DATE J,✓, 26 2021 NOTES: I- �� — �� W �,} eci.Koad 21 9 5 ,._ o 1 THE SIZE. TYPE AND LOCATION UTILITIES ARE APPROXIMATE WHEN rT SHALL BE THE RESPONSIBILITY VERIFY THE EXISTENCE OF ALL AREA OF THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE DEMOLITION. REMOVAL, REPLACEMENT FACILITIES AND MATERIAL. 3. THE CONTRACTOR 15 ENCOURAGED THAT MAXIMIZES SALVAGE. MLTERMLS THIS INCLUDES APPROPRIATE IN PARTICULAR. DEMOLITION CONCRETE, COURSE SHOULD BE RECYCLED 4. ALL SYMBOLS ARE ONLY GRAPHICALLY NOT TO SCALE s11,.itl.,rQ �,,,• X00 ` Of OF UNDERGROUND IT REZydetc, /'78K N ALL KNOWN UNDERGROUND SHOWN ON THESE DRAWINGS THE CONTRACTOR To UTILITIES IN THE FOR COORDINATING AND DISPOSAL OF ALL TO PERFORM DEMOLITION IN A RE-uSE AND RECYCLING Or SORTING AND STORING ASPHALT AND BASE POSSIBLE REPRESENTED AND ARE t+O i l' Q C G 57 > Z"`•w _ as t ' 54+QQ `'y Q lJ. `' 3 .. 3709 I 9 3 3708 J 1 I,, Sit, i 37 7, ° ��,,.,� + �1 nI� N 3j0y—� �� 0 .,....A... 08 I 53*50 5709 - 8.5 L �oo. r�r ' 53+ s s ` ""•..,., b '\ - I 5Q w, 5709 I LI) 5726 8.5 _--- S7 Ga - - ^ + 52'00 . 2 _ '��MANNER 15709 5 51+5� r �� I '3 ,n - �_ Mt Warner Itq / t.•' • ,r + _ anti 0mlr,u:, .; . ,�� S. / wr // boa _0011 l,r��/ e 5 0 I Q Z "Tlamaniar, , 900. Warner A,.rl1u (3 / / i Print Date. Noverroer 19, 2021 Sheet Revisions EXISTING CONDITIONS AND DEMOLITION PLAN Project No./Code 1 1150 0 Street Greeley, CO 80631 Phone: (910) 400-4000 File Name. *CR 21 -EXISTING DETAL_D.DWG Dote: Comments In t. No Revisions: Project Nu XXX Honz. Scale: 1" = 20' Vert. Scale: As Noted ( ) Unit Information English Revised: Designer: J. Egger ;ructure Code XXX Retailer: R. Bl nner Numbers Sheet Numoer 10 Void: Sheet Subset: Subset Sheets: 4820998 Pages: 29 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO III PO CIF 1.1151 4:10M7,17 raiNitill h114,1 114 11 111 --------- ` _ PROTECTION AND REMOVAL TAG: / / / / / _ / / / 1 _ ISIa County Mt Its Rana / otortvooeoos// / / / / ' JC� / / _C0 O� ... . -I / , V �1 / i / 47.s / // Oi/ // l'I IO i 57,03j' 21 -018 5-I OO• / / J)1Q 3jTO > ; *I i T 5210 9s 12 v ...gs 5 5iro I H Q C L =S 5709 � 55+50 I -_may Ni 20 0 20 40' 60 SCALE 1" =20' 'It. b � 4 ' C ' Y r 4• . i1 .. ' �.'. 'v=; 'SPEED LIMIT AS' SIGN TO BE RESET LAST ]S- SIGN TO BE RESET SPEED 'APT sp" SIGN TO 8E RESET MAILBOX TO BE PROTECTED IN PLACE 15" CMP CULVERT TO BE REMOVED9.5 EXISTING TREE TO BE REMOVED O FIBER OPTIC VAULT TO BE PROTECTED IN PLACE O /hhLOCtUIIIIIuI__QOh.u.tuu..uu.ui.itcLiIuIi..,I_._.I( a t.Wei 911 57+T3 r d �ullij(yoad j 0 5 / I . 2 STOP SIGN TO BE PROTECTED IN PLACE ( tj )'SPEED ©TELEPHONE BOX TO BE PROTECTED IN PLACE 9 �_ s,),o 00 93 s S7o9 I 409 9.J - Z J _es r"" ( 4 ) PROTECT FENCE W PLACE. RESET Ii NEEDED 10 \ /• 0 "REDUCE SPEED" SIGN TO BE RESET •0 6 INTERSECTION SIGN TO BE RESET 12 O s . ,D '`'�� MtPort.l I ., t Verve f t.r,Aw,.0 r LEGEND: KEYMAP - , 1 > 1 11 / J R°4° // w� r• 67�yT l$ .� Y / / / I / / I / maraw EXISTING CONTOURS ExISTP C STORM DRAIN EXISTING OVERHEAD UTILITY EXISTING FIBER OPTIC EXISTING FIBER OPTIC EXISTING ROAD CENTERLINE CONTROL POINT FIELD SURVEY *" .v -r' a IIII�r BY- $100 `. A'• V..r 4 ._..l GEOTECHNICAL EXPLORATION BY. GROUND ENGINEERING WELD COUNTY ROAD 2i FROM WELD COUNTY ROAD 136 TO WELD COUNTY ROAD 124 CARR. COLORADO PROJECT NO 21-0020 DATE July 26. 2021 NOTES: I- THE SIl&, IYPE AND LOCAtION 04 ALL KNOWN UNDERGROUND UTILITIES ARE APPROX.MATE WHEN SHOWN ON THESE DRAWINGS TT SMALL BE THE RESPONSIHK I Tv OT THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN I'e AREA OF THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION. REMOVAL, REPLACEMENT AND DISPOSAL OF ALL FACILITIES ANO MATERIAL. S. TIC CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE. RE -USE ANO RECYCLING OF MATERIALS THIS INCLUDES APPROPRIATE SORTING ANO STORING. IN PARTICULAR, DEMOLITION CONCRETE. ASPHALT AND BASE COURSE SHOULD BE RECYCLED 6 POSSIBLE 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE ``1`1�,!0.RE II,''' i 1Ki2916 b _ ITllr(r ,O Print Date: Novemoer 19, 2021 ISheet Revisions AD Greeley, 0 Street CO 80631 Phone: (970) 400-4000 EXISTING CONDITIONS AND DEMOLITION PLAN Project No./Code File Name: WCR 21 -EXISTING DETA LEJ.DWC : , Comments Rev'sions: Project Nurnbci XXX Horiz. Scale: 1" 20' Vert. Scale: As Noted ()No Unit Information English Revised Designer: 3. Egger ;ructure Numbers Code XXX Detoiler: R. Bunner ( ) Sheet Number 11 C Sheet Subset: Subset Sheets: Drowing Nome: 0:\Projects\WCR 21\Dwg\Sheets\WCR 21 -Street P&P.dwg Friday, November 19. 2021 2:06 PM By. Rhonda Gunner 4820998 Pages: 30 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Kopper, Clerk and Reoorder, Weld County , CO III KAI: VIACOM PM 51174 NAM Aiv liii / ,-/ "-b4. .3 i - PROPOSED 7IGF,T sWALL �'", i STORM DRAIN / (SEE PLANS PROFILE SHEET 24) ^ / S / ` ... Q 201 0 20'40' 60 i I r —I .is SCALE:1a _2' (( rw RPM Ta 22,34 Y.eet two)) O l 1858:500' / Q . _. � .J a ^' .. -- _.. - ,:..- 13 BQ- 79 - -_ _ PROPOSED RIGHT SWALE .90 C. / / G .,(__ 12+50 - - -• 12+00 _. _ r-- r .. -I-- • 77 77 78 �....r._—11+5Q _ _ 7 /—c L• 186 R.5.00 ---� 77 - .- — - 11+ - - - - - -- ��_•�... 76 0 .Roos `� - --- - -- -' - �,��...�... 10+50 - 78 - 79 78 - - -'—�_— 77-� u " — (( 1 0+ OvEi'��-77 ._ o' 318TH07( .�..+� � _ 3875 5675 . .096 , ».�---._ (Sisr, y'ws' ; . - - .. 7e- �� ,.tl p `g `,. c.. +Z. 00 O L' ��------- _. ? 5 ; 5875 „� r, 00 ,., in . COU111 Road b i .' —...0......- ---•, = D, ] oo y �I b—'- T0/ 'tr I 5 26.0• 79 -t o a;- —.-- - i 13+50 e . 78 I - - 76 ,y ,60 _...� _. '� = '__ $ • —4-._. _ U 12+50 77 q O s 77 - et, .... t -,-..,r..-A.1.:..10 + a oe 79 -mr- n1� —-_.—__.00 11.50 ,j F- W — — ,. 76 10+ 9+50 E.E,,,> �,1t + 1Q r~�tolQ. 5Q 5675 - -- — — 78—' Q - - - n ,ti ...�-.�. .l: .. - - .�_» _._... ___.5675 _...- _Z — PROPOSED LEFT SWALE / / ® 1 / MATCH / EXSIN� 4 CI Ey STORM 3 (SEE "'41t £XISTNG r /� '�`• / / �, 0PROPOSFD DRAIN PLAN 8 PROFILE SHEET 24) l EFT SWAT F Rama ip oloro4(000a KEYMAP LEGEND: NTS 1 -- O O PROPOSED FLOWLNE GRADE foisting &Mind SWALE RIGHT SWALE PROFILE _ co EXISTING EDGE OF ASPHALT 5678 _- -- , PH STA - f0+98.99 SCI - 20' HORIZONTAL 2' VERTICAL 1' ..5678 �• PVT ELEV - 5675.06 PROPOSED ROADWAY CENTERLINE _ INV '7'x13• ALUMINI7FD I- ` CLIP ARCH STORM N.-- \- —_ _ — 1 PR STA PVI ELEV - 10.44.94 • 5674.77 PV STA - PVI ELEV - 9+00.00 5674.3/ PROPOSED STORM DRAIN --• PROPOSED SWALE --- — PROPOSED SIGN cT : _ INV 17•x13 ALUMINIZED RV ELEV MATCH EXISTING 5676 \ CUPARCH STORM • 5874 SWALE 5676 o.tl9; EXISYV0 CROUED ELEVATION: PROPOSED GRADE PROPOSED ELEVATION r PROPOSED suns 20% TYP� FIEVAIKRt IYP ---- ' N n o "1 n ♦ t*v gi O e. Y, ♦ ., n n N ea o iD ^ 4D ti ♦ w o • a'�F o n rF .o 8 h N 8 COxl • • w ♦ S n Oi o ^ IO S • ^ w het.) u ± u �! ♦ X n O N. 'U - i° • ^O-J3fE '� .o ^ ♦ lD N o —wry . _U.25% ,e ^ a n tv ♦ ^i -j a v ij .(0114!) r` 567' S' SS �r 'fin SO SO So S0 So p S S S ffi no R^ N S^ SiS^ 8 S ;R S ;8 i R^ R^ R+ S� Ra P. S^ Ng! S0 S^ S n $ R S S R R R^ �^ R^ S S S S^ ZR 0.2 S` S^ S� n^ 7i $ S S R n a S n♦ S R 7 5674 NOTES: 13+50 1 00 12+50 12+00 11 +50 11 +00 10+50 10+00 9+50 9+008+90 PVI STA PVI ELEV - '3+28.65 - 5660.00 PROPOSED CENTERLINE GRADE WELD COUNTY CENTERLINE PROFILE ROAD 21 1. THE SIZE. TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS SHALL BE THE RELL NRTY OF THE COTNT THE H 10 OF THE EXISTENCE OF ALL UNDERGROUND EUTILITIESNT AREA O iSCALE THE WORK. BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBILITY FOR ALL UNKNOWN UNDERGROUND ununE5 2 SEE SHEET I FOR TYPICAL STREET SECTION `%%%%%%%%%% 22je' /� ' `•• [[E�d, CO •ASH 4 y�p i 2978 ,r'7/NALE o`N CALL UTILITY NOTIF CATION GENIE R C) COLORADO 5680 ", - 20' HORIZONTAL I" - 2' VERTICAL 5680 _ u - L LLJ ' &I'slay O Centeno,* 4.10 Count, Rood Grout I CL *ELM COUNTY ROAD STA: 10+90.70 124 PVI STA • 9+95.20 PV ELEv - 5676.)6 MATCH EXISTNG -' ELEV. 5677.40 5678 Li EX VW GROUND ///--- PROPOSED C TKIN. TV GRADE E 098; 5678 _[VA �ELEVAl10k TV — — — — -� - — N ^ N JI p ♦ p 11 o p R c!:', 0,1 N ...tr. �'� O P N O C 01111 p1 p p Y N V1 n e) ♦'8 I/� ♦ ♦ .12 el P. N ,p p� �1 O� 'Dr''� --� • Rf b If ♦ �f �f .q N N N O P I. g R $ g 3i— -s— Ii-- 567 ; S t � dig S S S g g R R R R S Ai � g g I S N —iR --ii — II 5676 13+50 1 00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 PASTA - 11+3801 SWALE ` foisting PVI FIFV - 367544 &ouno LEFT SWALE PROFILE 5678 y — — _ IINV 1 /'.1r AI UMIN/E CAP ARCH STORM D SCALE " n 20' HORIZONTAL I. - 2' VERTICAL 5678 811 ``__''YY--.. Know what' {JCRVYI. Call before you dip. Val 2 euSM(SS DAYS Ai ♦0v✓.Q elr Om. .W DC. GRADE_ OR ExC•v*,( 104 IM ��44 NG 0<✓A(4Qp:W eE YBE4 ufi ldl — — — PM STA - 10+69.05 LOW POINT \ — ^ PM ELEV 5675.37 W Z 0 95% EASING GROUND PROPOSEDGRADE PROPOSED ElEVAlOEt TV 1/ — — r \ *Ai 17•x13• - ALUMINIZED PN STA — 9114.76 PM ELEV : 5674.80 ELEVATOL TV FLOMME GRADE ` LIMP ARCH STORM MA ICI I I XIS I INGIIII 5676 J M ler -- SWA-- 5676 I — _ — — T _ _ U _ 0.37% \ �� it �3T '� �p p O� e ♦O p qq N$ C� 02 0Ilf pp �.l ION xis tin ^. hp Aq .'1^ /1 h O O r- /1x N,.., Cry -N OC1 0,41 ON e]o .- np O� QP ♦ e3 ,� 15'.,R Rf h of 0.0 ed q♦ ", ^ ^ ^ n 0 0 ,� n ^ ^ ^ Nr P (� O IO nr. o O b xi b IO b b eo ID v1 'Li vat ! h h Yl Jf u>� .� N .7 r 56748@i aig SS SS Si �1 SS S SSg IRS So, SS SI_S Rs Sg SS S S S S P. S S S 'Si S SS Si `.1S SS Si Sa SS iS nn Rg �S S S 5674 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 Print Date: Noverroer 19, 2021 () Sheet Revisions 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 P&P STA 10+00 TO STA 13+00 Project No./Code File Name: WCR 21 -STREET P&P.DW0 Dote: Comment Project Number XXX No ReJsions: Horiz. Scale: 1" 20' Vert. Scole: As Noted Unit Information English Revised: Designer: 1 Lgger ;ructure Coce XXX CD 0 _ Detoiler: R. Bonner Numbers Sheet Numoer 12 Void: Sheet Subset: Subset Sheers: 4820998 Pages : 31 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO ■IIIrildirikr1/2110:111�i��L�rw�`� 1IIII Growing Nome: . r, r P O PROPOSED RIGHT SWALE 2i ._ Q O �� •17+5Q -82 + a_• t■� I I 11- »gimme n 16+50 - 1" -20' scale fat 221 314neat , a-at.�.._ ..:(n _...— et- •-- 16+0Q'� - - ^ -1" �...—...—... .. ... 5680 15+50SCALE: 82 - - - •.... sego"_—►— 15+00 5680-1+l) a3 ».__—,_ 61 79 5 1 a _82 . «oo - - - - - - 79 ,,.--, 13+50-79- � '`' ...-... -..—.—.rt...» B 4 - - 0 l� - g:-79 .�... mod_+5pF- 77 � :67k 7a 7 e @a i @,�u, -...o .� _ 79 16+00 County Road _' 1 IL.) �_-L.__—.._..._._.._--- - ----_ _.. _ nJ 56y I''' --, C 0 N 0 - LJ V Y 14+00 cJ /J 17+50-82 I I ' ' Iv g C:FSQ 82 62 .. .$7 .I 16+50-a1 ..Iez-- •:.__� 1- U -- 16+� 81 . . i...�..._.a:..._". .-•�_ /1a/ 5560_15+50 1 5+00 Ln 5680 -=-61 14+50 a .�� + —5680 - �. 79 79 0 / S e3 81 -79— --+ 13+50 ...�,. ....,.1 78 2 J sego-... _ - — 81 _...—�._...— a 12+50 7b-- �.� +— • -79PROPOSED LEFT SWALE ----'-'-^'---78 _ - Q Z ` -- Centerline Line Table Centerline Line Table Centerline Curve Table 2 _J LINE LENGTH BEARING BEGIN LINE END LINE LINE LENGTH BEARING ' BEGIN LINE END LINE CURVE DELTA RADIUS LENGTH BEARING CHORD BEGIN CURVE END CURVE Lt 9959'8005017.271 N 1570662.32 6 3173160.77 N: 157056352 E 317}178.15 LI 511.0 S1P03-16.49'6 ! N 1566492.36 6 3174076.15 N 1566005.71 6 3174234.)8 Cl ---2 9.1721' 6500.00' 1044.45' $13.47'11'6 1043.32' N 1570583.52 E 3173476.15 N 1560570.25' E 3177734.77 U 261,65' .5/6.03'18.49'6 N 158957025 E 3173724.77 N 1569321.30 E ' 3173605.93 L7 1139.57 516.03'2003'6 ',� N 1566005.74 E. 3174234.76 N 1566637.11 E 3174680.94- Panel 0201Y7018001 9 L, 210.9D' .579'57'55.20"6 N 150321.30 1 E 3173605.03 N 1569095.7 E 3173687.86 L8 407.17' ' S18.04'06ATE N 1566637.11 E 3174660.94 N 156625002 E 3174107.23 L4 392.12 .51003'16.19'6 N 1569095.72 E 317366756 N 156672259 E 3174009.41 L9 112.69 ' s1r13.43.4rE N 156025002 E 3174607.23 N 1566142.67 E 3174841.55 ., -. .. KEYMAP L5 240.00 516'06'11.77'6E N 1566722.80 E 3174009.41 N 1566492.76 63174076.15 LEGEND: NYS O O 1 _ SWALE PROPOSED - - RIGHT SWALE PROFILE GRADE + - _ EXISTING EDGE OF ASPHALT — - — -- tEn '� --- SCA-E 1' i.20' HORIZONTAL 1" - 2' VERTICAL 5680 - .� 5680 �- - - Existing Ground - ----- -- --- PROPOSED ROADWAY CENTERLINE - I- PROPOSED STORM DRAIN - - • - --` (n — U) PROPOSED SWALE _ _ — 5678 03STING GROUND TYP� PROPOSED GRADE 0.89X ' 5678 ELEVA1gN, FItVAHON: PIP - ::::::ATION' PROPOSED SLOPES 2.011 . 023 ^J{ -^. ' . 2 tOl 0 . a ni r' '°N ai '?'o .n2 % ci .2 a a m o -.iii 4� o R•I°n u!N o mm 4o tai r- 'o$ c '^w '?2 .- o o2j m,^oS 00� ^N ^� 100 er AN $67: "s � g 2S !^_Qgc r Div dS n r r it ' � b o � �t ,� � yip ai � � � � Si ~ o $ � s 21% R i- i P SP' SS S N $ � � p, Sim• � .676 NOTES: 17+40 1' t0 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13 l 12+50 PROPOSED — ' --- cE\ER N CEti7ERLIHE GRADE ELD COUNTY ROAD 21 1 THE SIZE. TYPE AND LOCATION OF UTILITIES ARE APPROXIMATE WHEN IT SHALL BE THE RESPONSIBILITY THE EXISTENCE OF ALL UNDERGROUND THE WORK. BEFORE COMMENCING CONTRACTOR SHALL BE RESPONSIBLE UNDERGROUND UTILITIES AND SHALL UNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET I FOR TYPICAL STREET `l`ttlu lRti `` \//j[(�� = x'#32976 ;' ' �,,eat ,r I CALL UTILITY NOTIFICATION COLORADO 811 • Know Whin below. Call before DAu 2 6uswESS DAYS .0u a0. MAO( OR (*CARAT( YMRM66r U�LRFAWM0 ALL KNOWN UNDERGROUND SHOWN ON THESE DRAWINGS. OF THE CONTRACTOR TO VERIFY UTILITIES IN THE AREA OF NEW CONSTRUCTION. THE FOR LOCATING ALL BE RESPONSIBILITY roe ALL SECTION / le � % 1 _ �,. ,. 1, CENTER OI you dig. A. ADVA c* 6LI OW FO* 1"E *twit Ulllil[S ' CENTERLINE PROFILE -- - 1.032 SCALE : 1- - 20' HORIZONTAL Y - 2' VERTICAL PVI STA - PVI ELEV - 13,28.65 5880.00 SEE SF EXS'1NC GROUND PROPOSED GRADE - - - _ Weed Gooney Rood Cowl — CLEVAl10N; IYP� TYP - �ELEVATOK 0 Cent O Center/rite !"In �2 o',ri` o .n aSo Xn $ ' ^N l0� SA mp ab; n$ e� S� :o ol°"' a! 4' o$t' ^N S • `ml�io XS AS Inc in 'm '116 ^!n 7S All -.I2 !Q?IS O'r 'o 0g i 330 S„ ^.n 0 I '^• o •m I?o n `8U-,' N $ ' ; "22 "u�'71842 , Ss Ss 2 ^`r' '^o as n$ N 0.t•��,NM�d�'r: • 2's s As rii IO 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13 - e - _ ' W SALE — — LEFT SWALE PROFILE Existing Ground 5680 PROPOSED SCALE = 20' HORIZONTAL 1- - 2' VERTICAL 5680 FLOWLNE GRADE 1 1_ ' w Z 0.95X Z EErry C • PROPOSED 184; IND � _ 5678 5678 C — -- U ESTWG m: Ty ELEVATION; TM TP _ \ V p .M p L q NO 'n CZ �N Y�1 ^• m� �8N RO npH,t '•!� 00 aq a *Io ^Iq0 �N `t .r RN gig ^2 C•!I�p-1 IpnO ♦^ .'4 el 0 --fir O'� O'�y IDS ♦0 r Oq O� pG Nn r�tg •• pub 5671X1ynj ti)Yf�,pp 42 I 2p : IA Y] N �-10 app Jt�g mgp JIg n�p �� M IA Il] In ��p� pr !Q�QO 1ff- n R1 •r 1D �In • h tl I. �o�pb Ia_4 I'o 110 Ij'� / O ff/n �r JE1 rff �'n Jfq n '� O b '� '�7_ n n � �45 � �m • r , • �"kq 80 n N Jt� 80^g�^n pQ� _!AVM.") •' !1Q�1p Pns 1�np 1��np 1�p�np S Yt I� rCl Ss Jt �^p �p� ��pn �p� ^ gip �'ep IA'� M IA D qr.m �� p Q girl 2 IA r 1p in J1 , if 1 1676 17+40 17+90 16+50 16+00 15+50 - 15+00 14+50 14+00 13+50 13 00 - - 12+50 Print Date: Noverroer 19. 2021 --I c I Sheet Revisions w 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 P&P STA 13+00 TO STA 17+00 Project No./Code File Name: WCR 21 -STREET P&P.DWC Dote: ' omment ; Init. mber Project Nu xxx No Revisions: Horiz. Scale: 1" = 20 Vert. Scale: As Noted Unit Information English Revised: ' Designer: D. Egger ructurea tructure XXX 0 Detailer: R. Bunner Numbers Sheet tiumoer 13 Void: Sheet Subset: Subset Sheets: 4820998 Pages: 32 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO \Projects\WCR 21\Dwg\Sheets\WCR 21 —Street P&P.dwg Friday. November 19. 2021 2:06 PM By: Rhondc Banner Drawing Nome: S , 66 0 $S O PROPOSED RIGHT SWALE 6q, 2O 0 20 40 60' Q O —21+50 - f o $6aS 2F— axonmr— rI awe stye I« gas, net vze) ---'84 20+00 ip 19- 0 84_ r 19+00 �...� 18+50 -- 5685 - �-- ^—e _ _- _ X82 18+00 - 82 w o -►-- »�» 17+50 82 F� + • -4 1 1 __.' __._+__•. --�_ - - - Si � v �...� 1 ,_. 3--- —__ __:__ ~ 16+50- b _�,_—_ 84_a W ,� �J `...__s - _-..—.._ ..,_. — 6� \'r'cJ I Count}' _._.__ —. —_ --83 zl ro Road ; _ . _ -- - - a — — _ t' '- - - a 19+0D o o v a° 0E_ ._. 'o �] I" .` _ Idr00 ._.._. .. .. 4 t, I i+' �-+ _,.........—.._........— O O 1 7 00 - �. "—. .. ._.__..•�...__.....-._ = =' a N I �_ —21+50 - -.. _5885 S I - _.._.• B4 -20+50 20+00 8419+00_0,o a- _...- -U-------..._4._...-- _ Witimmtaa'-- - .19+50 w �... 83_� 18+50 Q Z 5685 � 18+00 - — �w 8 • •_..._..._ate.".' 2 s4suss 66 0 J -- - ��--•'50 ...___.•+,-�� U 16+50- - - - -- .--.______________:__......r_..___.__.__ 81- -- PROPOSED LEFT SWALE C - - _B; 2 KEYMAP NiS LEGEND: I I o o _ — — — -- PROPOSED rlOWLINE GRADE SWALE RIGHT SWALE PROFILE o o ^ ExISTING EDGE OF ASPHALT 5684 N - — ie. t.ng Ground SCA_E - 20' HORIZONTAL I. - 2' VERTICAL 5684 PROPOSED ROADWAY CENTERLINE _ PROPOSED STORK DRAIN —•••—•••—•••— — U) 5682 U) E PROPOSED GRADE 7$%5682 — — STA PROPOSED SWALE PROPOSED SIGN a PROPOSED ELEVATION " PROPOSED SLOPES 2.OX / ��r PVI 1 1 ELEVATION; I; TtP•--� E.EVA710N; TYP \\\1` 'MAIM; ll(7N; IYP Y-156ao.7 — — _ n nY,Ci •4 ovy '°t; 'n ii ,nti 's.j) nt n8 -i8 n110 .,F .,R 00 0.6 06 m9 4:1 oq " v -.v '?0 m� •8 (fop 5680E O t4 pY1 ID N R ZtO 03YI �� Sri � �tri p Jf V p, 3 Yf 42 Y1 fp A o S 2' 1'i J} ��p :(1 ��p� ��p� �Op ir} p ana pp Y1 6p 1R wM} Si�1 Jf J1 o SS n S �OpN �2pN �p UJ 2Jf �0 rtf o Jl 2g Ss m® 0C +6 +S RJ1 �2 io n • N S Yf .nO S s Ss Y7 n i2 x+19 Im •iy • •p 0 n 00 n a �— m low b S m SS `R �s � �s for (�y19 •I�e`s Op O' P2B+kii IR Y) o �i ',� �,� �i �'� � 16 it .6 a 88 o� OO �� .B9X � e, S �o Rf s e; CI 9Ki ,. 8 +.(�l o e o 00 aD0 O O Jf 6SO NOTES: 21+40 2 0 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17 16+50 Ul Ul C11 a) O) O) ao ao ao _il86.0 A a) 5686.50 f 5685.9 I 5686.44 5685.8 5686.37 I 5685.8 5686.31 SEE SHEET 15 SEE SHEET '3 5683.2 ' 3./3 I 5683.1 1 66 83.63 5683.0 I 5683.571 5682. 5683.4 5682.4 5f3.32 UI N 0) an 0) ao a ao N A 0) pRoposio CENTERLINE CRADL ELD COUNTY ROAD 21 CENTERLINE PROFILE 1. THE SIZE. TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBILITY FOR ALL UNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET 1 FOR TYPICAL STREET SECTION , f IupII1olt \�♦ .KRiy ICI ♦ SOT oI. . •f�tHY ��,•. _ ! //((�� A'C'p =i�2lt6 �'t�r .,1�/ µI%t% ♦. CALL UTILRYNOTIFICATION CENTER OF COLORADO Cmistino IEWO Count O Centerline Coder Rood SCALE 1- - 20 HORIZONTAL t' - 2' VERTICAL _ 12D D PVI STA 17+66.82 0.62X EVCS: IS+26.82 PVI ELEV: 5684.52 EVCE: 5684.82 — A.O.: 0.54 - - - 049% K: 221.46 PVI STA - 20+28.40 BVCS t7+06 82 PVI ELEV '— — BVCE• 5683.90 = 5685.80 1 — — USING CROIRD GRADE — — — — _weawssa ///��---'''------•••PROPOSED CLCVATIpI: T"P� �EL[VATpN; TYP - — — — Na Ip" s s e+ ,p �p O 8 � � O �� Y0i S S 0b Om 2 I1 0� O 11p0 �p �� w; Q1O Ss ID NC NC P. �p �p '9 uf� Jfo NID N ID �p �p '- of '• Jf U1 oW O2 `22 22 N �N ON J1 f 010 eDo 2IIR `.R� ON ON OIN DIN e7N f I� h I1 N N ag 2,1 �m se0 wi mg X - '� • 2rg oN N N'n bc0 . yO� DI . 101p :4 m0 Lt IRYI �Ig �� I`R,g n ,n �n a nn nN O. (O 0 h l'. o ID aO IDo Eg '41 ID �2 `4 H `ss R� NO + O WQ oh o ID +N +1 aD m0 aD -4 gO 2g HH 2 i� �v; ss NN Nn b.n „h— N n O ✓. 2 ®'1 gO g1D Wm ri °,Rs �� ,g s§ 00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17 - - - - - - � SWALE ExisfngGround - --- LEFT SWALE PROFILE ------ _--__ _-_ 5684 — — — — SCA_E ,' = 20' HORIZONTAL 1' = 2' VERTICAL 5684 �— - Know Call CALL 2 IUSSESS 'a D'o. OtAa. YA*X WG Or UN0ERCRDUND `8n what's Sow. before you dip. DAYS NADVANCE e(FORE DR EiCAVAR ron THE YEMBfR UIV I'C5. PROPOSED —� - GRADE _ — '— — W 0.77% �OS W — Z Z : —,lir PVI STA = 17+10.00 5682 J EYISIING GROUND- PROPOSED GRADE PVI ELEV - 5681.16 J 5682 TI NATOR TYP rELEVAl1ON; TYP I / — I 0 • 95% I— u18 1*.: - q N b c v 0 am + m p o n N o o_> •� g o •40' n N ^6 al Iy ' y N + H + N. „l o n p ,•I p ,•t n N^ N N -. in p m y N N • n Io Yt Yf W _ p• • Nip d N n 2, 5680Es 2g gg lSri < SIDS 22 SII L !2Qg E zg zg aig N 0 �'D igi � g ��Op 1p 0 4 .f) 10 if) NZ J1 zg zg zg zog zg 4 ID o ID a N Y ig zzg zzg zg zgi NN zg zg to it s Io n i,Ti, Io �,_o • Do Zo 2- 2 2i D Eg wg _..et' e_'Isp��.�,'� Sr, n'� 0''680 • 21+40 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 Print Date: Noverroer 19. 2021 (----)No (----) Sheet Revisions r' - . al - , t.,. r 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 P&P STA 17+00 TO STA 21+00 Project No./Code File Name: WCR 21 -STREET P&P.DWG Date: Comments In t. Project Number XXX Rev lions: - Horiz. Scale: 1" = 20' Vert. Stole: As Noted Unit Information English Revised: Designer: J. Egger ;ructure Coce XXX CD 0 Retailer: R. Bonner Numbers Sheet dumber 14 Void: Sheet Subset: Subset Sheers: 4820998 Pages: 33 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III WA Bill mr5I PROPOSED RIGHT SWALE < O a?p 20' 0 20• 40' 60 SCALE: 1" =20' ( I rue scale lor 227,3E sheet uie) R _.. i. ° > _ _ ` ..•: I, .. • —25+50 ee f- + ._ 2 T _ .. �--•=—•--z—..•_. 6 24 50 �y s - ...._..._7 24+00 J 7 N -.. _ _..._� l"�-�®� 3-+S0_ i +--....�.� «..►�-... ttis �. 23+0 0 '- - - - - 2+5 B6 - 2 0_sefta -- ». ... ..• - - --5685---•••-4,=, oo . x_.._22+ OO 21+50 _. 5685 es 24.00 -. Weld County Road 2 I 23+00 - - - O \`\'ire L7 ..n o v o c+ in 2-7 .-. LI W 22+00 _-'• N .. _ -- •�,._-��.-�.�..,-.�_...•_ 88 r o o Imo'- .. ,., _-� ..- 21 00 24+00 23+50 es l - W �, ��-- 23+00 -89 Q '-- e7 --= —_ _—. 22+50 o ,Z _ 1.�... _� w _- .. µ __ � _22+00 o B90 21+50 5685 J ,_ — I 84 20+50- 86 - �� 6 .�...� 0y84 ,o ill PROPOSED LEFT SWALE r 870 Q Z c 86.0 L J KEYMAP LEGEND: Nis f f o - - SWALE RIGHT SWALE PROFILE PROPOSED FLOWLIvE GRADE O + EXISTING EDGE OF ASPHALT — SCALE - - 20' HORIZONTAL 1' . 2' VERTICAL fx.sting Ground N 5686 �- - • - — PROPOSED ROADWAY CENTERLINE - - I- 0.75X PROPOSED STORM DRAIN -- -� --••••—•••—•• - - — (n I • — — - PROPOSED SWALE fl DOSING CROUID •--� / _. PROPOSED GRADE - 5684 ELEVATION; TYP \ fIfVAIbN IYP PROPOSED SIGN PROPOSED ELEVATION PROPOSED SLOPES 2.OX v of a m ry It. it hN N- �O ag • N. n n ,fir° r S . p n m rv\\` mg �^ ^m bm ,o fag 3 0 � . '�S . . ^ ,n '^♦ • 4'� . dS w n �.♦ �n3h hN q � �'$. �'� . . •2S . N m o 3 �O �P qOr ma0 Pi: � � � u' o r' 4 . . . . �7S ^tory �1� mu) i0 0 °4 � ,gym w , �S . , o X10 �J1 o � • or n to �.n met 'eri g (o � r . • r ry m rn n♦ �.1 (o o •g . . �. g � . . ♦ •�� N ^O 3 .. see : . dS • g V1 n ,O �O YX�OOi 2 0? 're Y. o $i 2S � P . . • . r 2 N .o 'gym 'n Jl �♦ Q+ •�� _ `pig �{ n �i' 682 NOTES: 00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21 ) 20+50 PROPOSED CENTERLINE CRADE Exlafinq wM0 County Rood ELD COUNTY ROAD 21 T. THE SIZE. TYPE AND LOCATION OF ALL UTILITIES ARE APPROXIMATE WHEN SHOWN IT SHALL BE THE RESPONSIBILITY OF THE THE EXISTENCE OF ALL UNDERGROUND THE WORK. BEFORE COMMENCING NEW CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERGROUND UTILITIES AND SHIMS BE UNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET I FOR TYPICAL STREET SECTION `, t•s•• i. ."•:OHM j�9 tT e ? !'#2976 "0 1IfONA11+E/00,,,,,, CALL UTILITY NOTIFICATION COLORADO 81, Know what's below. Call before you LAu 1 DULNESS DAYS IN ADVANCE MO PG GRADE. DR E.GWrt mums or 111�CRDRd/ID IKIbCR KNOWN UNDERGROUND ON THESE DRAWINGS. CONTRACTOR TO VERIFY UTILITIES IN THE AREA OF CONSTRUCTION. THE LOCATING ALL RESPONSIBILITY FOR ALL .x � CENTER D' dig. SCT ( 10R THE UIUICS — / Canter/me GOds CENTERLINE PROFILE — —�• 5688 to 5688 MI ....I• "� r• Pw ELEv: 5688 75 BVC5 24+40 - _ - - (+f T A 0 0 34 - 5686 Wn K 350 54 BVCE 568e.37 EX51NC CAOI1No PROPOSED GRADE _ 5686 CLEVATION; 1YP� - TYP �. — �ELEVATi01k —_ ' 568., ma ♦2 mo 3 g m ^•n "•Io_ n R9i ?� °$•$ °� wh 8 Rn oN ^o ^'' �� • ,o8 '^8 ,na ..m ��(� � .. rmm+a° v:D ^ „�A ^!u ^!n �,� �.� ^ (° °° �° 4a m,,I m;.1 m,'nl hg n� ♦m " o ^ nm n� rv� - O� ' J• � J�• O� m� m,^,T m,� agg Rg • �t ^w ' ,.8 '� l� DSO* -- ,n8 ♦a �°�,' 684 25+40 : 00 24+50 24+00 23+50 23+00 22+50 22+00 21 +50 21 3 20+50 — — — — — — — -- -- SWALE Exrsfmy Ground -- _ _ -" - - - LEFT SWALE PROFILE - 5686 SCA_E : 1" = 20' HORIZONTAL 1" = 2• VERTICAL 5686 o OSE r— GRADE o.72z �P -- - - W W--- 5684 J EXIS1)NG GROUND- PROPOSED GRADE ELEVATION; TYP ,_ ] 5684 ELEVATION; TYP I I N 568ng Q - 0 L p ail? Or n r r D ^ ,� n ''.4 N ,^.T - f] ,Tj O N a 2Sj 1. (X'O ^p YICn vmil 'p n iii m '$ IF!r, sits 1f1: ♦ mm^ Vmmitl ��vmmi Vhf ♦ h Al f -. m O N O. e r m,n8 N t'0 ! O 0 - 8 'Rai .n if I3gn UljTj •7 m �,�Npp j.. �N NNm V1 V1 V1nb - f r o O m H O O ^^ ae In ,18 *.8 of p, N'4 t' 1 LV F - cm O N O O. O � $ '47♦ e ..82 25+40 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+000 20+50 Print Date: November 19, 2021 ---)No Sheet Revisions 0 Street Greeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 P&P STA 21+00 TO STA 25+00 Project No./Code File Name: WCR 21 -STREET P&P.DW0 Dote: Comments In't, Project Number XXX Rev.sions: Horiz. Scale: 1" = 20' Vert. Scale: As Noted c (� Unit Information English Revised: Designer: D. Egger ;ructure Cooe XXX C Detoiler: R. Bunner Numbers Sheet N ,moer 15 Sheet Subset: Subset Sheets: 4820998 Pages: 34 of 69 04/22/2022 10:58 AM R Fee:s0.00 Carly Kopp's., Clerk and Recorder, Wild County , CO Irdlin 141110111311.1�h3YL\FI# c M'iIR'M I III 06 PM By: Rhonda Banner Drawing Nome: D: \Projects\WCR 21\Dwg\Sheets\WCR 21 -Street P&P.dwg Friday. November 19. 2021 PROPOSED R,GHT SWALE O O 20' 0 20' 40' 60' f -a II I f i SCALE: 1" =20' (True scale for 22134 sheet sae) I.y . ,. .,A.»„. „-�_� ... _..__...... • ' 4 _. _. L x -_ <_ a^_::I • : t • Q O 000 -29+50 + - 21- 91 » ----• W 5690 28+50 __..._ 28+00 o 50_ — _ 27+00 l - O 5890 ----- » .�.»�.»�,,...�».�.»may.....--i...___25-1121--..--.1—. - -� _ + 21Z 50 _ Q n. 4{ 20+00 Lelit �.... _ 0 .. �. 140 87 24+50 i- 87• L.- 29 00 .2 w 9t Weld County Road _ .._ l 1t ! —.. _ ..._. y_. —. _ 28+00 !. V 90 is a 00 %Nci 0'' to Z6+00 \ __.. _- _ .91 a Sil 25 00 ... 90 is, Cc. 29+50 r 91 e '�s.',n' _ar_n_ 28+50 5690 _ . � ..__ La in 569089 28+00 m - -.. -. z.......,, �fri. La in 27+ � . _. W . �_ .�.. _. _ _ •»awl 27+00 - 5690 -2747"...' "--'-»,E„'«9 26 - - -.tz Q 2 9t �.»c.-- 26 - 92 ---. - - 5690 --- --� 00 2 88 5+ I 89 «. «. �� «�. »y 2 _ .•••••••e"--y4.---- -�.wren-I1788 24+50- — — _ « — •.. _ _�..p... ' 93.G 9.- 9,o 89----�� - PROPOSED LEFT SWALE - _ Q Z KEYMAP 5 90 2 j ago li ;as LEGEND. I 1 _ -- _ RIGHT ALE PROFILE PROPOSED EXISTING EDGE OF ASPHALT 5690 N SCA-E a 20' HORIZONTAL 1" a 2' VERTICAL BOWLINE GRADE N 569(] PROPOSED ROADWAY CENTERLINE - - - -- - •� -Existing Ground PROPOSED STORM DRAIN ---•'--•— I (0 `_ '-- /r co — / PROPOSED SWALE n 5688 EXS1NG GROUND ELEVATION, PIP� - PRGPOSED GRAX — — r ---- 5688 IlEVA1I06; IYP 0./5f. PROPOSED SIGN I ' PROPOSED ELEVATION ' PROPOSED SLOPES 2._X - nr °'�' 5686° n2 n'� -' am eo es; g• g 2 it m .n r� -. ,� ..N nQ.' n' .o m �o 'fig 'm$ a n'o in N m A rm mm m� ere r. mop T O • i 'd � � � a n^� n+ ^^ W '- Y1 4o r1 `Q1,11 � � m 'm9, Sr m �g •J1 ^N yr <n '^m 'N i4 O IT • mpo 'Qn°,: 1(o o'o ^o ,wop m I `i n a� mg °. w r� t` ^o rfl 1gp ^m g^m 1Op. u1 '�, ^m ammour m� 'n '^n •. rr '^: • m qD ^m aypo ^m 2,.; rom ^m l fl °fi Ji Yi n Ji nQ ayQo '^,p° Ji Nv o{ - : `o ^p Oq r(op Mi Jt ,n • ''� ^.W m� mR �nco �i„ • Yi J v •„m1 in NR S �jp ^m com mm mS 8S_ NOTES: 29+40 2 00 28+50 28+00 27+50 27+00 26+50 26+00 25+50 25 l 24+50 (Ti U1 CP rn a) 0) a) CD CD Se922 0 N 5692.90 5692.2 5692.75 5692.2 1 I I I 5692.69 5692.1 5692.62 I 1 SEE SHEET 17 BVCS: 28+53 28 BVCE: 569216 PROPOSED CENTERLINE GRADE WELD CENTERLINE COUNTY ROAD PROFILE 21 1 THE SIZE. TYPE AND LOCATION OF ALL UTILITIES ARE APPROXIMATE WHEN SHOWN IT SHALL BE THE RESPONSIBILITY OF THE EXISTENCE OF ALL UNDERGROUND THE WORK. BEFORE COMMENCING NEW CONTRACTOR SHALL BE RESPONSIBLE UNDERGROUND UTILITIES AND SHALL UNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET 1 FOR TYPICAL STREET %%% Rena •\\\ .. /so....yk i �P t ///....tf.1 1%%%% GALL NOTIFICATION innNOTIFICATION 811 Know rats Callbelforeyo CALL 2 /USWcss DAYS N CU 00. GRADE. OR E!CAVA MARKMO DE UNDERGROUND KNOWN UNDERGROUND ON THESE DRAWINGS. THE CONTRACTOR TO VERIFY UTILITIES IN THE AREA OF CONSTRUCTION, THE FOR LOCATING ALL BE RESPONSIBILITY FOR ALL SECTION. // /,i I CENTER OF dig. ADVANCE &FORE EE Ma THE YEYBER UIRVTIES Existing Weld County Rood 5692 SCALE « 20• HORIZONTAL 1' Y VERTICAL — 0 Centerline Crowe — N 0 97 % 120.0' PVI STA 29+1328 �• 120.0' I- PVI ` ELEV 5692.74 ` PVI STA: 25400.00 = A 0 0.83 K 191.41 LXISING GRIMM)--///--- PROPOSED \ GRADE -- _ •+ 1-� EVES: 25+60 EVCE: 5689.33 Pw ELEV: 5688.75 A.D.. 0.34 to E`I 5690 FIt VAIION; IW Tr -- K. 350.54 �ELEVa710N; \1 N U1 O T ,F1 c ^ N io W id' mp in Sj Tm mq �; SS ? 111 PI 'n 0 O OI h� N n '7: at‘i� ON- 0• Tea- 1'i `K e' O ,N ON .j r- LION m T-• '- ONp ONO, 2pN Cr' � Re° �+!i �p b � g h p n! m n q 5,1. gat ma so � 0 SS S. 'R; m ON g al r urn � N m . mD mD mg, m$, mq '33 �.; �.� °1 m� f 8 n p r* 2g mm mm mO mg 9' 0; 9; SN SS O m 671 • _Ogrr •—� aq,K. mg; mw a0' :30 DON So SW, SW Sur SW •1 m 0 a, gi °^ m Sa° SW r'i; N N ry m •-..n o O m m.. m _..� A '9688 n s; m ; ; ; - 00 28+50 28+00 27+50 27+00 26+50 26+00 25+50 25 0 24+50 1 I _ _' ` ' , LEFT SWALE SWALE PROFILE Existing Ground 5690 --_, � - _ _ SCALE - '" = 20' HORIZONTAL 1" = 2' VERTICAL l 5690 -- - - - - - W - — -- - _ — _,_ Z ///�� - -� _ W _ [-PROPOSED GRADE Z ' 5688 J NG GROI%1D- PROPOSED TTP GRADE _ 0.722 J - -, 5688 I EMMEN: ELEVATICIK TYP I U 1 0 1,1 k1p�/ '� 'n m g O N r• - h 0{ N O m 'a. Y- r 0 r 01 01 P m r- m Ch + m N 3 _ m m N a - O O np 0• N. O m 2 rO g 0 m < e. n m : m h 2 n 0 r n n n c•!;...,' N n 99 O - - Or! .. I- n N n n. O 0 N n 0 pNi 5688ne n Q Ohio bs mg c N g..ca h n L esi o m b,D0O m ;2 go n, n n J1 Y/ tl &mm a�14 aN '� R � 5,4 Dig P� So �� In `R • h �i r mN TO in 22 012 02 m Nu v In 2 coOmD Doti.; maD taO to' 2 V7 , N• SI • u1 m bO bur sari 0ar0 loam m No m ST In a ,n ST . m rg6 b^ w� ,oa^D '. a In 2, n S Fog Oy:j OD—�'�--� Fog m a ,�{'? In n n m O In r� I�i N�i �n ro a$ 686 29+40 29+00 28+50 28+00 27+50 27+00 26+50 26+00 25+50 25 00 24+50 Print Date: Noverroer 19, 2021 C- Sheet Revisions 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 P&P STA 25+00 TO STA 29+00 Project No./Code File Name: WCR 21 -STREET P&P.DWC Dote: Comments In't. -- No Revisions: Project Number XXX Horiz. Scale: 1" = 20' Vert. Scale: As Noted --) Unit Information English Revised: Designer: D. Egger Structure Code XXX O 0 Detoiler: R. Bonner Numbers Void: Sheet Numoer 16 Sheet Subset: Subset Sheets: 4820998 Pages: 35 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III rVff V#'ItCPth½ !il4 tirPod IIliii �°. PROPOSED RIGHT SWALE 5695 O To ,� St 20' 0 20' 40' 60' ;�,i I i I SCALE: 1" =20' ITwo.alo W12hM4.Aeal ant) Q O - ?, 33+50 + -- 1- 94 - - - .". 94 0.,' 2..2,. BC,. 93 ..93 0 -Fes---- fQ » __- CO �_- - ____ . ...__...32+00 31 0 - D - 93 — --'» - _,__._— 92.0 31+00 97 - 30+50 p _,.._.» 30 Q 91 00 _ D m_ 29+50 y-91 -_ . ` 1 __ W _ _ O 5690 28+50 _ w 0 _ _ - - 92 — _91 N' --+—»..... o �VL ld Coul�ty Road �' ] _ _ _ 5690- _ -- 91 JIr0D 1 N j 6 _ 6 19 00 ^ C.i --„ 0 ---- ...-+.- Al 33+50 4 94-- I • 3 46, v/ -.� 32+50 t a W -32+00 - - - -- . _». ... -t- 31 - -- �. _ _ +50 W 93 .. ... 92 --�- -~ 9` _... 31+00 --r- 30+50 Q �'--`- ._» _ . F .� 91 30+00 - _Z 4sy —+.. �..._29+50 r 9 3 2 J 9* 91 te. »�».. _ .�� V 28+$0- 92 '1"."4'—'"' _ 9 3.D I- W�. PROPOSED LEFT SWALE 2 — 93.0 - KEYMAP LEGEND: NTS I T I I _ - 0 O + en - - - — - SWALE RIGHT SWALE PROFILE FRLOWLLNEDGRADE I foisting Ground O + 0) - EXISTING EDGE OF ASPHALT 5692 CO - - SCALE . '" - 20 HORIZONTAL r - 2 VERTICAL N 5692 - _ _ PROPOSED ROADWAY CENTERLINE — - 075% — — — — — — —» PROPOSED STORM GRAIN ___ »_ .—..'— I— -- __• —_ to in PROPOSED SWALE PROPOSED SIGN L i 5690 EXISTING GROUND PRDPOSED (FADE 5690 aEVAnDN: Tin / HfvARON: IW PROPOSED ELEVATION 5 PROPOSED SLOPES 2.0% om Olg 568:' ou oX 9'4 TO NO cow : n„Nj pN n^ mg pO T• B 2* �� 22 *.9 p pa 22 no pO ss a o^o mo ^. P. e1 pa pa Oa • Oa Pa ss A� SS S$ SS if n2 NI nh Oa pa Oa as S$ S$ S$ S$ �� N oN on To o+2 o8, •0a O0, Op Ta (74 ag, S� R �� r3 ‘11! II: vie 'n a$ Tg, OI$ OIS, Ss �S�tg m -2 ,nn n: n�{ vin tr!n ",1° OIS, O�, N9, a 018, 2� �1y1 2s �� •S OS, Rg 4.15 np n'$ ag Op W$ $N �3y1 n,- ag nn n2 ii n$ '1 T'$ a kg ag &, �� h2 8 r -N 9°l Tw ag i,g a)- ooa �§ RT R n �t 688 NOTES : 33+40 3 00 32+50 32+00 31+50 31+00 30+50 30+00 29+50 29- 1 28+50 I I 0.94% PROPOSED CENTERLINE GRADE WELD COUNTY ROAD 21 1. THE WE. TYPE AND LOCATION OF ALL UTILITIES ARE APPROXIµATE WHEN SHOWN IT SHALL BE THE RESPONSIBILITY OF THE EXISTENCE OF ALL UNDERGROUND THE WORK. BEFORE COMMENCING NEW CONTRACTOR SHALL BE RESPONSIBLE UNDERGROUND UTILITIES AND SHALL UNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET 1 FOR TYPK:AL STREET 04%.‘i i i',,,, \\\` �'6''',I \\\ \SHM r.i ?•a� �`� " f 2976 v • �E 'r�'�bititililt``�\�\ CALL UTILITY NOTIFICATION COLORADO CO 811 ��,,,/// r Know what's below. Call before CALL 7 .USNLSS o*r5 N •OV pG qAD[. OR [IICAYA YARRWC OF IIQCRfR0UN0 KNOWN UNDERGROUND ON THESE DRAWINGS. THE CONTRACTOR TO ARP( UTILITIES IN THE AREA OF CONSTRUCTION. THE FOR LOCATING ALL BE RESPONSIBILITY FOR ALL SECTION : . ` = CENTER OF you dig. AOVANC[ .[[ORI I[ FpR /K KIWI V14iaE5 '� CENTERLINE PROFILE 120.0' --• Existing Weld Counts O Centerline Code Rood SCALE : is 20 HORIZONTAL r - Y VERTICAL PM STA. 29+13.28 5694 PVI ELEV: 5692 74 SEE SHEET -- - A.D.: 0.63 it f - K: 191 41 ^ '� -- _� -' J. 34- [VCS' 31+80 50 — — — I- W Eva. 5894 01 120.0' — — — _ — - PVI STA: 31+20.50 Cx151kc GROUND PROPOSED GRAD[ PVI ELEV. 5693.44 — — — — 5692 ELEVATION; TYP� - BVCS: 30+60 SO [VCS: 29+ _- - -_. W TYP D �ELEVAnON: K 199 22 BVCE 5693.24 EVCE: 5692.9494 5692 BVCS: 2/.53.28 V� vlg �.T '!a7 ^.n - 4 I ga tiT<(j '"O~1 g 5th ss s§ g p c,; sir.; osj r -N 0°' WV, A1 T• 1 04, OniN �� Rg �� n,� 10� �g "4 �yl p +.a Pp �� '?O POn, �t� rV n^ asp �§ NT - POn, 4Dnp R� �� ,r� O,ff �♦ PO Oi R,� s� q• Qn, Op �31y, �o Art en 0an, OY �t ss c,^„ r- -2 d, O. n, O,p Ow �tg sill S m� b� 10� �O '^O Oa O�,p Oa 00 Qp �t�j 8 Rg s� �� .n$ aO1 ..p TIC O, OPa n, PO OP O,O �� °� � Rg na0 "(NI y� G N2 1'.i N: O,p O,g Tp sea �i �� Ili SE 1p O 0 R BVCE' 569216 q per ii? =-; TIN lo^ WO Pq Ofg O,p a� 1$ ; �i$ ; 690 00 32+50 32+00 31+50 31+00 30+50 30+00 29+50 29a ) 28+50 - - ' - - - - - SWAL /�(Aiang Ground - - - LEFT SWALE PROFILE - _ - _ - _ 1 ' SCA-E = 20' HORIZONTAL 1' = 2' VERTICAL — __ 4 5692 — ._ 56.72 0.72X W PROPOSED FLOW.INE GRADE Z 5690 J EuIsn GROUND - PROPOSE GRADE _ 1L/ J 5690 FVATiOIF, TYP I ft Ay ELEVATION: TV I 0 {. L bN 56888 IN TIN He. Q V7 g Ypf 5Q �n °e `� y n • hn ^ry MN :ia `ma' Tp P: TOT �a '�n lugs n° �'R pi'R hN np TO h$ M^ TT pT T ma,pT �° �� N n hO N ' N,: °' nip gp cos 1POp 0' 'R1 �9i in ht N1' N"' Ng Ng ,75 p5 TO Pa air a01 2 nR S. C4 NO -.?P ' (N N Tg Ap TSp Pp TS, RN Rg SR nui �R ' NO N ' N ' N . N~ a� PlOjf Tg, Tg' Tpp �Off, gn g�pf 22 �N N ' Nn Ng N2, Na Q�p Tp OOp �Og CPp 01goO$ •'R fit) •'IL RR gYDf Nq NN NO Np El bb Wig fig 1?... � b �2 y-12 22 r Ng N� N♦ ' a -'a C� gpplp gg grill le� nYj Tl Jf p 688 33+40 33+00 32+50 32+00 31+50 31+00 30+50 30+00 29+50 29+00 28+50 Print Date: November 19, 2021 Sheet Revisions Greeley, 0 Street CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 P&P STA 29+00 TO STA 33+00 Project No./Code File Name: WCR 21 -STREET P&P.DWC vote: Comments In Project Number xxx No Rev'sions: Horiz. Scale: 1"= 20' Vert. Scale: As Noted ( Unit Information English Revised: Designer: D. Egger ,Structure Code XXX ( ) C Detailer: R. Bunner Numbers Sheet NJmcer 17 Void: Sheet Subset: Subset Sheets: 4820998 Pages : 36 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO Drawing Nome: D:\Projects\WCR 21\Dwg\Sheets\WCR 21 -Street P&P.dwg Friday. November 19. 2021 2:06 PM BY Rhondo Bunner III !NIP' III 94.0 94.0 _ 94.0 ---------------- 40 60 --- 240.0_REDIRECT -- TAPER - -20' I -1 37+ Q7. •_ f- + C. PROPOSED RIGHT SWALE SCALE: 1" =20• ( I WO scale foe 22113E sheet .u.) _ rte.` �9s -86-969 (0 M -=--•1 96 36+55 — �� T--36+ • � —------_98 98 - -_ c. _ 0 ' _ -- _ ..-_.. �97__ ; __ H._5695-35+50 3 5+00 SF,95 O e 369s 34+ 9a - _ _ _— µ y 95 .� - _. ._ 91 \ _ 3 3+50 is X94 _.»+00 •"�... -'_"�."---�.....:�_ o'o 94 940?� -' �...�......_ 32+50 ----" -�- — — t 37 .0 s �..-•----..�_. >, to '"'�.--'��56 "----- �...��... 93 - .v _.. _.. 9S --- ...»�.«�..„��,,,� __ `_- 36.00 9�` o . --- -- - .--— -- —...s. �- �. --- - 94 N in -_--_ -- ._ � LS •1Ve1Li C��unty w Rod(' 1 o M.. • J La _ _ » 37+50 4547' - O Q - _ 33 u S 0 �a7.o___ 9 6* _. _�._ 5695 35+ .. ....._ _. .__ _. "9003• S34+00 o _ -.. ..... _._. :1111:1 94 -NSO—�o5695 ••Y; rte • '. \ \ \ PROPOSED .EFT SWA_E S SA''p ` »J 94 / cc. „LC / - / / \ ` -. \ / i \ KEYMAP 11 NTS LEGEND: (I1 Ill (J) 0) O) (0)) �p W97.7 ID A O) 5695.66 - -I 5691.5 I 5695.5E 5697.4 I 5695.5' 5691.3 I 5695.4_ I I STA 37+00, I 1 - y ` - ,_ SWALE RIGHT SWALE PROFILE O O (1 EXISTING EDGE OF ASPHALT - VI'"' PSIA 8. 35+82.48 ` RN LLLV - 5694.50 ~ PROPOSED ROADWAY CENTERLINE 0.73% \ PROPOSED FLOWUNE GRADE I' PROPOSED STORM GRAIN--� ...— \ —existing Ground in PROPOSED SWALE—•»—•.•—_. PROPOSED g EX S'NC GROUND — "— — 5694 — -- — — ELEVATION. 1YP PROPOSED GRADE - — — -'�- — — t SIGN 01. PROPOSED FIFVATION PROPOSED SLOPES 2,0% / ELEVAT1ON: M 0.75% ` a v O �N aN CI IRO `r!' T D1a gg aov'. ggg as 8 SS NS SS SS a w . u &I Mp, ^� 01� n,� NN gg *'m ID am °Ym SS SS SS •� m o r Oh d� hr l; ;4 mN Sa gg gg a� D'a1 _S Si: SS S �� In 1 m^ n� in •O LD •& al coiii ca ma Sa ma °'a SS �� In2 SS • ID Opp I,7' H10 hU, ea as as D'm RI SS SS SS a d,� D'a SS : m a in: -If, h.N �I� N o'm ap Ongr m 0ia 01a SS ma SS SS SS � 01 ^O 010 SS - r-- a a O1a 01a O1a 0ia � SS SS SS I. a .v O OID O� av W °'Na 0'a a ,o SS SS S NS Not . I- .- .4 • b,., op.- d^ 'IN aN °'a o'm So an' r .� - 692 NOTES: 00 36+50 36+00 35+50 35+00 34+50 34+00 33+50 33 ) 32+50 I I EVCS 36+59.02 1200' WELD COUNTY ROAD 21 1. THE SIZE. TYPE AND LOCATION OF ALL UTILITIES ARE APPROXIMATE WHEN SHOWN IT SHALL BE THE RESPONSIBILITY OF THE EXISTENCE OF ALL UNDERGROUND THE WORK. BEFORE COMMENCING NEW CONTRACTOR SHALL BE RESPONSIBLE UNDERGROUND UTILITIES ANC' SWILL UNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET I FOR TYPICALSTREET SECTION. %%t1111 III, `,`,``�.r`�M - j F� 'E Elie - M i,7V'N .�``,` •PV .11111 Nt CALL UTILMINNOTWI COLORADO 811 _. Cell beforewhat 6 you Y S OAK N ADVANCE CALL 2 ICRACK. R I DIG. u*Cc OR EIICAw YARSINL a LAAERfJtWMD YELLBER KNOWN UNDERGROUND ON THESE DRAWINGS. THE CONTRACTOR TO VERIFY UTILITIES IN THE AREA OF CONSTRUCTION. THE FOR LOCATING All BE RESPONSIBILITY FOR ALL �,'''' T � 6- } r ' N CENIER C' ou dig. 9 WORE THE 0 FOR LIT UtIL 171ES. EVCE: 5697.88 VV E`AV 355++9929 • CENTERLINE PROFILE - 5698 ° 0.99X A D : 0 34 SCA_E 20' HORIZONTAL t" 2' 5698 ^ 35542 BVCS: 35+39.02 - a VERTICAL K• - BVCE 5696.90 PROPOSED _ h- / CENIERL'NL GRAD! 120 0' '. I �• r 1 `r PN STA 33+71.24 — ✓/ EVCS. 34+31.24 PV1 ELEV. 5695.80 tri �- EVCE. 569619 1,1 L,5 PH STA 4. 37 00.00 — A.D.: 029 K 414 93 'I' 41 PIA ELCV - 5698.29 EX57NC GROUND 0.65% BBVCE. 33+11 24 N 5696 5696 SUPEREI EVATION `7 5695.24 C_EVATION; TYP - -GRADE W STA ,36+66 "O STA 41+4H . - - E Coon! Rood / -PROPOSED- -_ N O Cmlenine Grade Gen FIFVAlI01k 7YP __ — /sne — -.a o2 aq m� 'G.ao 'QS O^ - Ng (� ^r O� O^ a^ �If)^ 10^ LOq ID N N� LODq / LOp� bOrou Nnrod -R at 00 �� In �Y r- nlNf �ai E�.I �� NN �Oa �"� g 120 'IN1rt �� a� � 17S�k— f6 h,ry Is - � ID 569 :. S S'; So �' S 'R;S QCs S SS SS Ss Ss e S Sn SIn S,n SS e SS SN R,$ Ss S SS SS SS S; Sg mVon SD i' o SS SS NS SS SiSS SS SS S171 SS �S Ss `—p.94� S° in Lo a I .694 37+40 •00 36+50 36+00 35+50 35+00 34+50 34+00 33+50 33 0 32+50 �� _ I STA - 36+26.07 PV! ELEV - 5694.81 SWALE END SWALE LEFT SWALE PROFILE ' 5696 SCALE - = 20' HORIZONTAL 1' = 2' VERTICAL £dslMy Ground ft 5696 — J y W W PROPOSED GRADE PROPOSED '- •�- / P_DWEiNE GRADE` ELEVATION. TYP Jnow 5694 J 0.72* 5694 / I XISTNG GROUND—\\/// I ELEVATION; TYP _ 0 U U h 10 LD 1D F N .- n U7 .6 usIA a P.- a r a N W. 1D ♦ a N N m O H 10 f N O O het h tel h D a O N h a h h O h ., h O rt e D a n O N^ N m h jD v13 �p a N J7 h♦ h I„ 17 1.1 h N N^ n O N .c2 — O a s as ap, v n O N in" h O N C O aD, m n I- a i, - h N N N^ O TIN D,a as aN Obi 569a°n b a a n S S EDD b faD b S a as 0 e aO1 WD, as as LDa ba n n v17 IDa Ssit ba Cr': ill SS n vt $ vt o m 0,a sr:, as gs go. n 7 m n S n v, a go, ma LOa ma go, S n 7 n R 02 �°7 I^ Na Lpa bb `ii v+ ii 7 ° R'R n ^ Na {Da ba n S f v+ ° voi ° IOa 2 u°i a In ,r, 692 37+40 37+00 36+50 36+00 35+50 35+00 34+50 34+00 33+50 33+00 32+50 Print Date: Novemoer 19, 2021 (----) c) 0 O Sheet Revisions ;�,� ,-. w - 4 r 1150 0 Street Greeley, CO Phone: (970) TL 80631 400-4000 WELD COUNTY ROAD 21 P&P STA 33+00 TO STA 37+00 Project No./Code 1 File Name: WCR 21 -STREET P&P.DWG Dote: Comments In t. No ReVsions: Project Number XXX Horiz. Scale: 1" = 20' Vert. Scale: As Noted Unit Information English Revised: Designer: 0. E e7' g gg tructure Coce XXX Detwiler: R. Bunner Numbers Sheet Numoer 18 Void: Sheet Subset: Subset Sheets: 4820998 Pages: 37 of 69 04/22/2022 10:58 AM R Fea:$0.00 Carly Koppes, Clerk and Recorder, Weld County 1 CO IMMANNICKPhilwiliardolliniiiik Drawing Nome: D:\Projects\WCR 21\Dwg\Sheets\WCR 21 -Street P&P.dwg Friday. November 19. 2021 2:06 PM By: Rhondo Bunner r 2� 40' 99 500 PROPOSED RIGHT SWALE 41+50---- 4 ° 98.0 r r 'T.....T . T -.A...- r 99 ...SS50 _ ..._ 4 +p O -5700 -48.- 1--•--_ �39irQ - T 3 mac' — O 97 0 98 97 I .. i� _. _ a7_ Q ITruSiCale SCALE: 1rn ar2iF0rsa1 99 s� ..• 98 m -."."''''""mart36 _ _.. - 0 o - - -- 96 •=96..--4-_,... .... ~� 5700 .. c, "`"�.� . _ ..-__ en a1 _ w WI,�Ct LOUIlI-' �'l)�1Lt �"`--�_,.. 98 — 97---�._-� - - 40+00 �, L' o I g - _. g .....� - o - ..., + .ce y , A. . ; -' C 4 r ._...�- ._ o� L4 --_ . -... -_. _._ ....._._}7 38,00 _ --. - 00 _. -- p - e 3 . P000....„.......<1.....: n11.. a }. ... — 41 +50 es as I S700 5700 g. 7tiowr: .. ._ I 40+ 50 _ cr _ _...._ - ...� .. q, _ _ 99.0 40+00 sleros'le t 1 39' 50 E 99 -- d.a_.! I 39 00 99.0 .3 06J 99. + cm ..�.. Q Z e 7 >g _-1 4 4 r :, l.4 fi R.sO.T + �50/ ::!vie4t] _ 97.50-/APPROACH;S HMA w79's•soo' / ED; DIWAVEY 98,0 •9009 / APPROACH; R PROPOSED DRVEWA, PROPOSED DRIVEWAY / APPROACH, S IIIAA APPROACH: S HMA .17.737 / 98.0 Z 6!447 2nd Stmt i'"?.. /Pee? / 02012.7037003 / l LA / S / / Rine*/ 020127037002 / oyu J / L / / / i KEYMAP LEGEND: NTS STA 37+00 5697.1 / - 95.29 5696.9 ' 569521 5696.E / �•95J4 5696.6 95.07 5696.5 -: • 4.99 (n U) a) a) a) tD CD CD A O) CO O —PROPOSED SWALE Existing Ground + — --`�_�� - _ \ FLOW_ RIGHT SWALE PROFILE EXISTING EDGE OF ASPHALT — — - - — 5698 1 SCALE : I' • 20' HORIZONTAL 1- • 2' VERTICAL — -� PROPOSED ROADWAY CENTERLINE Q ` ~ PROPOSED STORM DRAIN ... _ U) 0.73% PROPOSED SWALE —... PROPOSED SIGN O PROPOSED ELEVATION dIbl PROPOSED SLOPES 2.0% 5696 EXISTING GROUND -PROPOSED GRADE — ELEVAT ELEVATION: NP FIIVA:ION; IW \ m /}{ 5694np mm ,� ��np ♦o �i e n mm �iJf J hq ..- �' �!P- pp a - Pq R �� m o m "� o P • Np ft � �� '� poi a no Sr,;,: T-: T� �� "8 n o aO• AO�I �� NA o ry ♦oo Omit Oma Op �� R� _ n e �n �n mp 01 'v S w 8i ap �a P� P� �� yt � `� I0 $ ioon upl n ♦ 0� P� Am Omit �g �� Ytg �� 2 qn 0Yg �tyt r °wi n '� pN �;.p, n �p ap ��p n O1� gig �'S Wp Ng Ss �� As �� n 8 0 ry ry o w 0 0 2 • Ap • as ap �� yt n �n a "A n n u nI pq p�,1 Oa pg �g �� NOTES: 41+40 4 00 40+50 40+00 39+50 39+00 38+50 38+00 37+50 37 STA SUPERELEVA710N 36+66 TO STA 41!48 1. THE SIZE, TYPE AND LOCATION UTILITIES ARE APPROXIMATE WHEN IT SHALL 8E THE RESPONSIBILITY THE EXISTENCE OF ALL UNDERGROUND THE WORK. BEFORE COMMENCING CONTRACTOR SHALL BE RESPONSIBLE UNDERGROUND UTILITIES AND UNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET I FOR TYPICAL STREET ,j1NIFFU/I • \\\ tHM = _ l 'FtA CALL UTILITYNOTIFICATION COLORADO Know WM CBII CALL 7 DIG. G. QA0[. MARINO a IPCEROROU,C OF ALL SHOWN OF NEW SHALL SECTION A `` a below. Ste you q MAW CR N IVA KNOWN UNDERGROUIIO ON THESE DRAWINGS. THE CONTRACTOR TO VERIFY UTILITIES IN THE AREA OF CONSTRUCTION, THE FOR LOCATING ALL BE RESPONSIBILITY FOR ALL /�I �' it \\ CENTER OF lily. It F W0K1Ql R FOR INCK KIWI UIIUI(S. - WELD CENTERLINE COUNTY ROAD PROFILE 21 _ _ 5700 0.21% SCALE '' • 20' HORIZONTAL I' • 2' VERTICAL £R6tw'g County Rood N N Cent*rierline ® CentMns GoW - — ` 120.0' W ---- -,. �-- -- PN STA -+- 37+00.00 w PM STA. 41+22 01 X BVCS 40+62 Ot - 120.0 - —_ . 0607[ PVI ELEV • 5698.29 PN ELEV: 5700.40 BVCE5700.28 EVES. ,m 39+66.79 PVI STA 39+06'79 ` A.D.: 086 w . EVCE 5700.08 PVI ELEV. 5699.95 � 5698 K: 139.63 t''!7, EXISTING GROUND PROPOSED GUIDE A.D.: 0.59 BVC5696 79 ELEVATION; TYP TR K. 202.07 47 /ELEVATION; BVCE 5699 .IO 569:g Jf ION �♦ 8 O O �g Irf Op�r1 or1 �N ION IpON Sio Dpi WO A 3 �N �g �� 9i VIN a Op PO �� ION Np h.�- O� P$ 0/$ �n S� pm�'r Og �� ' m$ �h 9 m� '°8 g g$ O ' g 8 �P pm arvi 'nO ♦.; gi A Its Xs �A Op Ns '�n® rvb •-m Opp Opp pp Ns Yt R . n$ �� Q♦� ^.2 6N fppm +S pm� ag m�, Oia omi�,' � �� "Iosa Np' �iR nO1 n!lO Nn m� Op a Yt� �g m Impp 92 �O ih Pp Ap Olq p0 g Stet Yid �� R� 41 + 40 00 40+50 40+00 39+50 39+00 38+50 3 +00 8• 37+50 37 r \ r J-��-'lllt��7galiiIAL --— SWALE —� _-- ---� N.- LEFT SWALE PROFILE 5698 SCALE ' ' = 20' HORIZONTAL 1" = 2' VERTICAL �� r \ p 569 illZ (idling Gourd Z 5696 J EXISTNG GROUND J 5696 I ELEVATION; TTP I in ♦ m O I— m ♦ N PI at - m m m O h 'n it it m m h ♦ O m h N m n m ♦ O7 a a ♦ ♦ H in a a 2 in m m m 42 FC I- N Is, ,A a to gi 5694 R r S Iii O s S r; n p p m YS a e a A Om n 5694 41+40 41+00 40+50 40+00 39+50 39+00 38+50 38+00 37+50 37+00 36+50 Print Date: November 19, 2021 Sheet Revisions e 0 Street Greeleele y, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 P&P STA 37+00 TO STA Al +00 Project No./Code File Name: WCR 21 -STREET P&P.DWC Date: Comments Init. No Revisions: Project Number XXX Horiz. Scale: 1" = 20 Vert. Scole: As Noted ( Unit Information English Revised:X»( Designer: D. Egger ,Structure Coce ( Detoiler: R. Bunner Numbers ( ) - - Void: Sheet NJmoer 19 Sheet Subset: Subset Sheets: ( Drowing Name: D:\Projects\WCR 21\Dwg\Sheets\WCR 21 -Street P&P.dwg Friday, November 19. 2021 2:06 PM By: Rhondc Bunner 4820998 Pages: 38 of 69 04/22/2022 10:58 AM R Fte:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO III iNctir:EI:litiliroomocalf:Mirlitiiiik 11111 JD PROPOSED RIGHT SWALE STORM DRAIN - �-�. (SEE PLANS PROFILE SHEET 24) O 20' 0 20' 40' 60' 3 ?0 0 -45+50 2 F�.• +O 240.0' RE DIRE el IAPER O --t--__•» 4 - N t.. 44+50 h r Q O _. 0s 2` V 1. » ,-.»_ »_»• 43+50 1 F- + �_ _44+00 `w w�`�». p 00 41+50_ _ r II ill I I ----- 5 in —b o . .. SCALE 1" -20' (True scale la 77,34 ONO we) a W s — v -_ ^• _---- 0+50 co 5700 99 — -.. -- - f., 700 —_ _ o .. ci' .. 5-T—^� 2 Weld CL�unf} Road - '" - - I w 44.00 - 00 r: w . z a'. 42+ } I 'i •� u i C J ' a _ . iT c �o - 518'0318 ( 1 of 45+50— 19 e3' 2 e 0 ) .....�,... 2 crir SIIIIL... U aTta-of w I - -- - -- '`—_�� _-- _.-_- r -« -- +00 A3 es 5700 .4.n' R-300' a i- - —..._..F_... _... 43+50 57o°-42+00 41+50 �✓S -- r W ...i.». -•--_».____ 43+00 42+50 •9000' ---- t— o I I I 40.70 /7ED 2 5700- ) _ 1,4.69' Re).79 99 — ' / 0 ';',C 5hjo L DRIVEWAYG 1. 0 )ACH; 5 PIMA J L•e7i R.3 DO Leith' R•300' •90.00' / • SKI CO— U / PROPOSED LEFT SWALE PROPOSED DRIVEWAY APPROAL>: 5• HMA PROPOSED DRIVEW? �` STORM DRAIN / APPROACH; 5" HMA (SEE PLAN 5 PROFILE SHEET 24) / / `r / / t / �U 40 / shalt F 02012703800i% / / ¢� /r / - / / J, LEGEND: 1 O1 CA 01 CD <D O F902.5 CO O 570'.07 57025 5701.5' 5702.5 5700.55 5702.4 5700.59 STA 45+00 -----_- I I ) I -_ --- • PROPOSED rLOWUNE GRADE — - SWALE RIGHT SWALE PROFILE Ex/s71nq Grouse O O EXISTING EDGE OF ASPHALT — - — - — - 0.61% - - ._ _ - - -' a- SCALE - 20' HORIZONTAL I' - 2' VERTICAL 5700 _ - PROPOSED ROADWAY CENTERLINE — 1 I— PROPOSED STORM DRAIN - _ _ N 0.7}x PROPOSED SWALE 5698 PVI STA - at+92 36 Dasm,:G GROUND ELEVATION; FM p -Ir. r r n12 r" 2 m - N N N . • �o �� Na r, P. og �o �^ ut^n n^ u+N �^ rPROPOSED GRADE ELEVATION; IYP 2 ' Io .n o rn♦ .n 2 rn d• 4 . ., rt cg �o o^g �o 6o hn u+in nn u+0 n^ N m ;o ♦ Q Al,n rt . " D. o^g ng cg 'm �g nr aw m^ ag in N al {pp en♦ NS M U. pM O O i O b 80 get �m Boa go n� n� .nx in m N .n'o n n n vir; iv, .D h O O + , O ?m oW �oS ga oti a n �� ;S PVI ELEV - 5698.96 n! i n r In n! n n! O O a , t Qt St Sp a$; final aS r5 S� �S i m g R! n N2 u "; mn O.• g a AD goal to o'a goal gal g Sg '�� g vbig �S z In S 4n n 'n 7 •. irli N god Q gl • aal erg gial alai o ubicn SS Ss �� A _ .- rr r. .- ; 8 n P Oi cgOi 0! aal cal cal pal gr: A `Scii A 696 PROPOSED SIGN Cti PROPOSED ELEVATION PROPOSED SLOPES 2.0% NOTES: 00 44+50 44+00 43+50 43+00 42+50 42+00 41+50 41 ) 40+50 I I nn ► VIP s w• - _= SHEET 21 BVCS: 44+16.13 PVI STA - 43464.34 PV1 ELEV = 5703.02 WELD CENTERLINE COUNTY ROAD PROFILE 21 I. THE SIZE, TYPE AND LOCATION UTILITIES ARE APPROXIMATE WHEN IT SHALL BE THE RESPONSIBILITY THE EXISTENCE OF ALL UNDERGROUND THE WORK. BEFORE COMMENCING CONTRACTOR SHALL BE RESPONSIBLE UNOERGROuNO UTILITIES AND UNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET I FOR TYPICAL STREET \\\ \ \\ wr SI '� - i tj in 771 CALL UTIL TTY NOTIFICATION (COO'LORADO Call before CALL 2 sus.dCSS DAYS YOU PG. GRADE. MARRING OF UNDERGRDUW ALL SHOWN OF NEW SHALL R �--7,—I0 y��'•' dal/.ert ` 78 AL ...\ T below. Phi DR EXCAVATE KNOWN UNDERGROUND ON THESE DRAWINGS. THE CONTRACTOR TO VERIFY UTILITIES IN THE AREA OF CONSTRUCTION. THE FOR LOCATING ALL BE RESPONSIBILITY FOR ALL SECTIONCn A/I / j \\\\ CENT ER C, dig. ADrAwa eEFBRE FOR THE aE1�CR UIlIfY5. BVCE. 5703 50 Exrsfmq weld County O CenlMne Groupde Boon SCALE : 1' = 20' HORIZOHTA,_ 1' = 2' VERTICAL - 5704 — I '— -- PVI SIA 4,3+25.16 0' SUPERELEVATION -" - �- — PVI ELEV - 5702.57 STA 36+66 TO STA 41+48 �- -� 0.93% PROPOSED 120.0' I 13 CENTERLINE GRADE 120.0' w = _ PVI STA: 44+76.13 PROPOSED GRADE PVI STA: 01 5702 PVI at V' 5704 06 EXISTING GROUND - -� ELEVATION; TYP� ELEVATION; lYa .� PVI ELE 5700 5700 40 A D : 0 29 K: 4n 90 — 1 ..'O)g,� — EVC5. 41+82.01 EVCE. 5701.04 AD 0.86 1 K. 119 63 BVCS 40+6201 BVCE. 5700.28 7) + f` N g. N O. ADN 1` bIp al V - O gr t0 8p O nnr Nrn o0 0 b .n V' g• co.' n 'Pr; N n NO A tit nr'I NN O r b N V' NO Op hb n 2 Nh O ♦.g NIn 7In O d1K� n b '� n Of �- • Nb 2 . OI O ^. J1 U) ♦ at bh n r�i N '. N too N ♦ •1 n sarin„j nyj O O^� Op �O �O �O nn n 'a ice,nh tar �b ',3 al �O �O �O 'at;fV tars; IV '8 c?, �O �O �D O �O ni Nn tVN fVN fV c.I h �O �g �O n0 �O .CA .m N �O On^ �O �O �O .U1 V QpN �O �O �O �O ^O Tl`O Qr� �O �O ^� ^ � _,•„}O pp O O O nr` gip gi- On an �� PO g. �•a n bt` .I1n nn in Nn ae V] h rn NN NN Nn Nn ON In N O b h� N� in Nh in O O n N n^n Nn Vt 'n O O n h h .n N N ^f N U) h nf} N.b .n an N N. .^r h .^n fl u1 f N in in 11 Yf h Y] in �� ` ypn n N N N h �Rf• tin O 'n 700 • • . r r 00 44+50 44+00 43+50 43+00 42+50 42+00 41+50 41 0 40+50 PV STA = as+oa.38 LEFT SWALE SWALE PROFILE PV El FV - 5700.82 INV t5" RCP STORM SCA_E = 20 HORIZONTAL 1" = 2' VERTICAL 5702 — _ Ex;stFq crg,n0 5702 -`� EXISTING GROUND _ ...� PVI STA a 41 t 84.26 W 42 ELCVATK)N: TYP PROPOSED GRADE — PROPOSED PVI SIA - a2+00.00 PVI ELEV = 5698.85 III VAIiON; tlfa GRADE PVI ELEV - 5698.96 BEGIN SWALE Z 5700 J - 0.61x -FIOWLINE J 5700 I ' - __ - I" (� — — _ — U — ` ` N 4 n O O O oVr N n 'n Og Og b n b h N O gig 0$ .p r g! O r- •q g n Z N bg Og -g O$ �p m N� n 8 —.8 91 g! O$ 66 q 0! 2 tog p" S ip b ipp! 8� :at .n . ;() n Y NN n OO P O t g$ t 8q ap pt � p hi b� * O "! Tp Aal _ D.72X - — CA N N h .- • O Pal Fe w ', V .O O C P P en Q �x t. 10 V N h .- m a P T gl 5698n ��, E O$ ��, 6n ,c, s ; ono ng �, ; �� n ; �� Og og O'er n�, ;� nn Oa OP O'p �� ,in �io r p n� �� r5 �S FIS Og'rS Ob. $, „ �N �� Ys A a DD'. 5698 45+40 45+00 44+50 44+00 43+50 43+00 42+50 42+00 41+50 41+00 40+50 Print Date: Noverroer 19, 2021 — ] Sheet Revisions WELD COUNTY ROAD 21 P&P STA 41+00 TO STA 45+00 Project No./Code 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 File Name: WCR 21 -STREET P&P.DWG Dote: Comments In t. No Rev'sions: Project Number XXX Horiz. Scale: 1" = 20' Vert. Scale: As Noted cn Unit Information English Revised: Designer: J. Egger ;ructure Coce XXX � 0 Detailer: R. Burner Numbers Void: Sheet humoer 20 Sheet Subset: Subset Sheets: 4820998 Pages: 39 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO By. Rhondo Bunner Droving Nome: D:\Projects\WCR 21\Dwg\Sheets\WCR 21 -Street P&P deg Fridoy. November 19. 2021 b. PROPOSED RIGHT SWALE r� ` _ O t — - - _-'-- Q 4 F. + 5705 J0 ........... :' =-- _�+�.._.« rn _-- 5705 - -- 5� a6* so 17 ] . a W"------11 a '48+ SCALE:��=Zo' ETNA sale Ts 7744W1s a) 4 00 --_ o _ _ 57Os �: __« 4 _ . --- - 6 47+500 - '6) .--_-. -- - .— 3 47+00 — - O $'g _- 46+50 Q 86+00 3 - - _ _ 4-- 5� + 2 4 — M 0- _�.. _— - - -- - - _...�_ e ... _... _ _ - - — W `� W — -- —. _ —_ ,. __ . — Weld County Road '� ] ____ . 0.' • . ' S ;'.. y' ,, a t r,. el. �. e � W 47,o0 a - \\ e. r. e 45 z -- .. 7.-, "`..-- °'�-5703 - - ._ 48+50--- �'...—...�..._ �. _.,: -_ _. a 6'7 _ a - '. .__.• -- { o In -.• 5705 ; , I- ill ...1 — ^«— 46+50 1_Z__. :: i s -E J 3 3 S7 — __ _46+00 196!' —�' — — _ —. •._•_' _ •, iii ..�_ + o mss} • _ _ / � — rc,r R. xao F- 0.1 F a_ —�_a,.. 'DJ, �i% — — 000 .___ - _ — ---- -- 1 ' J MtOT OSEU D� v wA� PROPOSED LEFT SWA_E APPROACH, •, HMA PROPOSED DRIVEWAY APPROACH. 5' HAM / ' / / Aired r omtr�orrooT ,C / / `.+ i tie / , C /--- C .J l.{.7i R•}07 .90.00' STORM DRAIN (SEE PLAN 8 PROFILE SHEET // / - 24) KEYMAP LEGEND: RTS _ 1__ O ` ` ` ' w LE RIGHT SWALE PROFILE O - _ - - - 1 EXISTING EDGE OF ASPHALT 5704 - a — l — — —-'� 1 + SCA.E - 20' HORIZONTAL 1- - 2' VERTICAL fealty Ground It 57LJn-►w — PROPOSED ROADWAY CENTERLINE �■ PROPOSED STORM DRAIN PROPOSED SWALE PROPOSED SIGN c,_. 1 — — 0.61X — — 5702 EXISTING GROUND PROPOSED — — -- 5702 ELEVATION; TN "�ROWUNE IMiv*i O WOE �� GRADE — tllvAlXw; 1m PROPOSED ELEVATION ✓ PROPOSED SLOPES 2.011 _ Or gri 570Qi^O Or O,^,1 oh ri ' ^os � N ^'° ' n oo 9_^ ND u!5 Oa g aca P in kg n^„ N ^$ �o2 10^ a,� 'A EN N 3No ac 3'e� O� a^ ',n p ) p lno n,fi !",fl o: o♦ O17i 8i 1^' go c mn s, n� ,^e a, ow 'oN +'" O- m3 Na aN ^ g S „ F1 in » pp '9g °es ^g .g o nob ri e ^n nn R„ Q h^ n o ♦S n2 nS nt Nr ek ob n k Pk ab 0.n r^in n no «n 8 Ion O'y, m,^v ^P ^n PO ilk Pk P• an on o^N ` loo 'uo ' .'I7�— o Pk o N n ^O nn el �fin ^ ON PIPn ..nn o n rn e o^ ,. 700 NOTES: 49+40 £ -00 48+50 48+00 47+50 47+00 46+50 46+00 45+50 45 3 44+50 )PROPOSED ) ( CENTERLINE GRADE WELD COUNTY ROAD 21 ,. THE SIZE. TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY or THE CONTRACTOR TO VERWY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA Of THE WORK. BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHAH BE RESPONSIBILITY f0R ALt UNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET 1 FOR TYPICAL STREET SECTION ``--„u a„Jn7r ��.. RE rI,� ;� f t% Al ��. '. / P • ?IKi2976 1 ' .1.11:1. '�,,,--'°w+sa' `'� .,1,,,11,1,\ CALL UTILITYNOTIFICATION CENT I ROE COtDRA00811 Kro,,,,v hat lbelow. Call belore you mq. • . •. Va 11. ' CENTERLINE PROFILE _ — — halo' Weld County Rood 1 0 79% • Centevtme Groot SCALE ' a 20' HORIZONTAL 1• - 2' VERTICAL 5706 - 1200' _ - - --- O P$ STA: 44+76.13 SEE SN E1 — — - EVCS: 45+36.13 r` PVI ELEV: 5704.06 — — — — 0.64% EVCE: 5704 44 A D 0.29 — n- - L•. K. 411 90 PVISTA a 48/77.78 - W PVI ELEV a 5706.88 - - - - —' T (1; EXISTING cRgsO PROPOSED GRAD[ 5704 LL O.[VA'I0N, TN 0.EYATXJN: 1M PV �'' LL. g e$; gg o$ na ♦A ,0 P$ Fg En es n,g Op N� n O; Ph o� fg 8 8p P III ,n In i NE' ^ 0.2 413 .S Pp sg Pp f^ gp n +'tn nil ' ks ks n nf3 '1Ili NS kg ks sk n n n STA . 47+00.00 PV ELEV - 5705.48 7. aA PX qq OF f$ kg kp k$ n a n n , rt.'? .3 +P as •'a kg k$ a 0p k0 n n n n ^S nA nn -� rp „Q ^p a� a0 :1 n n n n 2 PS PS 02 PR a kg nk rk Oa n a o� ^3 ' S nS !$ P P^ n, ^ 702../V X00 48+50 48+00 47+50 47+00 46+50 46+00 45+50 45 0 44+50 I 1 I ' entry Ground SWALE LEFT SWALE PROFILE PV STA+,s.36— ELEV - 5703.30 � 1" 5704 J"PLA 1 SCALE = 20' HORIZONTAL a 2' VERTICAL 5704 INV 15' RCP STORM — T '� ....0- - \ PVI STA 45+04.38 PVl ELV .5700.82 W PROPOSED �' .- W INV 15' RCP STORU F,.O114.-NE GRADE PVI STA - 45+41.59 Z 0.61X 5702 J COSMIC :ROUND • PROPOSED GRADE PVI FIFV • 5701.04 J• -- 1 5702 _ ` Tit RADON TIP ELEVATION: TIP � INV 'IV RCP STORM I j • 11 57 a an v, Pt r ri g <� n n n ry - -O f Ps, PP n '7 n n' a n + N Qo oa o0 00oo ^ ^ ^ ^^ p as nh �n rfn nn O5 Op .— . o$ Otg ry h N lV ��og ^ ^^ ^ ^ nn nn nn na nJn o$ eS n2 n.,, •i, h A FP as ^ ^^ n fl n� nn n nn ♦P ♦p +n no -.. t� Er a ,FP a ao ag ^S n., �^ -^ nn nn �na nn hn Np 0,g 1..'a .- _Q assn >? �R ^ >; ^ slip n� n� n„ n� ob OAS PrN p: ,Rs. ri rf Pk Q� PS sa� ^^ Q nn nn nn nn n� nA An N^ 00 0,0.0.--,1—_,,,,,F •i /1 •1 N^ �s �5 os s3 0.b Q ^^ ^^ n ni0 �n� nn np Q oo� ^ ^ ^ n in r rl .n n7` nro Nh • o: A.,, :: m,^o ++� nn v1 ; � 700 49+40 49+00 48+50 48+00 47+50 47+00 46+50 46+00 45+50 45+00 44+50 Print Date: Noverroer 19, 2021 Sheet Revisions =�7 1. r 11 R ' r ► , .. '-' :�._r 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY 21 ROAD P&P STA 45+00 TO STA 49+00 Project No./Code 1 File Name: WCR 21 -STREET P&P.DWG Date: Comments Project Number XXX No Revsions: Horiz. Scale: 1" 20' Vert. Scale: As Noted ( ) Unit Information English 9 Revised: Designer: D. E er 9 99 Str-ictur Code �( ( ) Detwiler: R. Bunner Numbers C Sheet Number 21 Void: Sheet Subset: Subset Sheets: ( 4820998 Pages: 40 of 69 04/22/2022 10:58 AM R Fss:$0.00 Carly Kappa:, Clerk and Recorder, Weld County , CO 06 PM By. Rhonda Gunner D: \Projects\WCR 21\Dwq\Sneers\WCR 21 -Street P&P.dwq Fridoy, November 19. 2021 Drowing Nome III Icrd11%116:141PirigiCV110th III III 20' 0 20' 40' 60 +• , Q O 8.0 �I+ + --� -CO 7 8.0 1- `�---� �� PROPOSED RIGHT $HALE S2+00 7 - �..� e.o —,...�� ao8 SCALE: =20' llrue RCaYlet 22rS{rlMtrs) W \� a _ 1+11 _�---•-- _ :: ,• • .cg ? .......17D5 ---,64.5E1 •�...,.. •-�, _ i - - - - •g3+5C 2 —'— �, �, 1. =�1 3703 ai �. •—�...�... 4 sawI _1 — Weil •..—'—�7-� _. W —_.---_— 3705 C��unty I- W k _ SOOto A. a f..►..«^�.. it 3R'Y J . _. -' -- _ �_a�'t1l�y1' _ -� 6 -^'---• -51+50____,�� / _� 13 — — uu - felV •�L.��+r.:- .,� 5703 _� �' •-_, L-2131 R-2A00'� . __ ��... + ____._._ _._ - as IF •- _ _ _._�_ S 703 �+•��...�. -1 _` 8 +��' M1 e. --49*3O L•• :..-'J� 1 �- r., u �. - !�'l •Aca-^Y --- ---�.�> 'bew --- 7.0 ..', •O n`n'�"_�- r r _Y , _ y4'p1, Q a--___.- _ �O _ g .f-.. O ,k7��gC W I —� ifi PROPOSED LEFT SWALE o - Q Z .. _ ^ —T \ft / Ole, e a tl J / STORM DRAIN ='' aJr / (SEE PLAN 6 PROFILE SHEET 24) r PROPOSED DRIVEWAY• 64I, / Nt. " APPROACH. 5• TWA . 0, 4,KEYMAP __ -- (Ti Cl1 (Ti C.71 O 0 0-4 0 1 a co 70 .12 5708 7 1 5705.66 5708 7 5705.60 / kr5706• STA 53+00 _ I -'_'-- M -� LEGEND: .1: — —� 5708 � RIGHT SWALE WALE PROFILE o o rn EXISTING EDGE OF ASPHALT SCALE • 20• HORIZONTAL 1- • 2' VERTICAL - — ` — 5706 PROPOSED ROADWAY CENTERLINE - PROPOSEOIROWUNE Etufnp Ground I- ` GRADE ` DRAIN PROPOSED —_—••• .. \ to SWARM — — a= ExISTING CROUo ELEVATOt M� PROPOSED 'MADE 5704 frf VA IK IW 0.6+% PROPOSED SIGN PROPOSED ELEVATION w 0 PROPOSED SLOPES 2.0T[ 1 N pp • +1 IR • a $ Q♦ 4V sip; gg nS �^ Q{; n a P n q7 11 n7 4• 8g ng nS n -02 rl • w n^ 2 • 8g 8a Sp n^ n n r r a n• w^ T+ I• ! 2 •I +1 nab �^a a�p n a .• �1 �, • • n n^aa� n n n 11 • ^ a p • f1 ■ 8 ?Al r 8 l O .se 8� n� go 8k o^ n n a n n r 8 g^� n a 4 1 p Il 1y F 2 10 g^ g^ gg n n u u^ u u i, M1 •I ♦ yp� P^ go o 02 n a a .. • , I.: ..-1 .i O O VP 3 e n n 702 NOTES: 00 52+50 52+00 51+50 51+00 50+50 50+00 49+50 49 ) 48+50 '2D0' !' BVCS 51+356/ - PVI $TA: 30+23.33 - I. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. a SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIry THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF IHE WORK. BEFORE COMMENCING NEW CONSTRUCTION. THE RESPONSIBLE ND SFMLIBE OR LOCATING ALL RGROUND FUTILE BE LDEESPONSIBILITY FOR ALL uNKNOWN UNDERGROUND UTILITIES 2 SEE SHEET I FOR TYPICAL STREET SECTION ``1NM1p4� 1�1,1�1/ ..>` .:"d11'i �.. rF� ' 1HY r �1 /(� • = tIKi2976 I I: ll' '%i�••,�,t�• �.�` ''/trowlu.,,,,1`` CALL UTILITY NOTIFICATION CENTER Of COLORADO BVCE. 5708.45 PVI ELEv 5708 '8 - PROP O 0.24% A D 0 65 K 18585 CI N Il NI INI. GRAOI A_ 5708 — — — — — — — — — — — — ('sat' p IrY/d County R... iv — — SEE SHEET 21 5706.6 So° 5706.99 5706.6 706.90 5706.5 5706.82 5106.• 5706.74 15706.3- - - EVCS: 52+55.64 1—EVCE. 5709.07 - �� 0.89% BCESS7093S I' M.1 PN PVI STA: S1+9361 ELEv. 5708.60 A.D.: 031 EEYCE.56709.12 WELD CENTERLINE COUNTY ROAD PROFILE 21 _ - BVG5: --_ ' 19+6155 _ - BVCS. 5707.64 5706 LUIS K: 221.60 [lOS7NC CRO.IIC PROPOSED ClLVA110.. T`!� GRADE SCA_E 20' HORIZONTAL t' 2' VERTICAL ELEYA71C1L TYP PN STA PV ELEV - +m 570' ♦u °+'2 ns $$ ^ PO ^^ ^ ^ '- Rn •o o� ^.'d - ^ ^� ^ ^ �^ g g$ n n n e •a ^SB ''o ^. �° -wo o$ 8$ �$ g� n n n a a a Nn ^$ ryg ^n nt g n n�' n$ �o� n ^ n a a n n ^I: -3 i -$'i o`9i eQoiD cgg8�=�� n ^n ^n n n n n e ^ c^ a o!f`' oaY 1.� n n n ^a n a . •� mN og =g .a ^ n ^t. . ^. ^. eg ♦.m n n,o ^ ^ ^^ n . a. ^. n 4, 2 '-i •'p,1 0� ^ Fb ^., 53+40 00 52+50 52+00 51+50 51+00 50+50 50+00 49+50 49 - T \ _ ati E1TEY =5570568 LEFT SWALE PROFILE 5706 INJ 12 CRAP STORM SCA E = 20 HORIZONTAL 1- . 2 VERTICAL \ � . 5706 `} n J{ iiii lir Know whets below. C811 Won you dip DASSN U SUM YOu PG mAIOT. IK MAW( rot r•( CI 17 R Or WINING OT I.•OCRGROu10 IKl■TR ull�i[S UNDE DAYS M KNOUT 1 �- PN STA - 19+12.36_ PN STA 49+77.06 - PROPOSED PV. ELE'.V 5703.70 PV1 ELEV = 5703.30 W FLOWLIIIE GRADE r1v IC R^P STORM G.61% INV 15- RCP STORM W - - Z _ Z ExTSTNG I 5704 GRpXc PROPOSED (XtAD( TN J 5704 i r rvAtla. itP �ELtrATXIN: 1 I OI n Q10 p p • n n N �� ♦ �n 8O 8 1:4 �u g r O •F Y) ♦ ♦ -rrf H IG- •O 8 ITS 4n • e ♦ ^ ♦ ' ♦'n • O O 8� n N"I ■ ^ n n n a b ^n ^41 `• Bo 8� �p pp .I N N n ^1 O • n �n .n n a 8� pp 1p pO "I ! ^ O ^ O '� O. ♦. '�M /1 -•h g� � ♦ ^ ♦ „ ^ j, • n �1 g g • .n n g g O • Il go O n O • h 0 N ot ot 5702 -I g g � n � Ba a n� S � n na go ; go t - g - S kri kr , 702 53+40 53+00 52+50 52+00 51+50 51+00 50+50 50+00 49+50 49 00 48+50 Print Date: Noverroer 19, 2021 Sheet Revisions 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 P&P STA 49+00 TO STA 53+00 Project No./Code File Name: WCR 21 -STREET P&P.DWC Dote: Comment Project Number XXX No Rev'sions: Horiz. Scale: 1" = 20' Vert. Scale: As Noted �� Unit Information English Revised: Designer: �. E er 9 99 :r,,cture Coce XXX Detailer: R. BL nner Vumbers Void: Sheet Numoe- 22 Sheet Subset: Subset Sheets: 4820998 Pages: 41 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III NMINVICillilibiliNVW 111111 O O 0 Cr Q1 a 0 O 0 N 0' Jrorinq Nome' D \Projects\WCR 21\Drq\Sheets\WCR 21 —Street P&P.0rq re cloy. November J1, 1 NIli/ "t3 I(( j 1 O / f /a ;1 0, I I / D I 9.0 'l\ / ( / J ! 37 5710 A PROPOSED RIGHT SWALE J O 20' i SCALE: 1" =20' {I IV01cak fa 17+34 AcesMal ao 4. , .. a 19, 04 ,�( ' V �I t•_ 6 - - ,J / +26 5710 ._ -- T -53+50 'N +00 9 +54 00 En— ., 56+50-56*00 55+50 55+00-6 +� ... � . ,�„•�.. _..�:. _-f._..:�6_ ...----7:-.--- ..�._.... --� ' PROPOSED + _.T yam_ • __.L 7 ( I - j sAwcuT ..6 > 6 _ • = 57,33 .._ '' rx aW4� 54.G0 ,�„ I o ...-.56.00 '-'---- X5.00. - U _ ........ b r •^ o t h 1 1 ... J • ~ Weld L t E n _ _ .. ..- , )08003 6ll i7 / N — • f o- •' - -- -_ .' ._- — -- `'' i �' _._._-� 5710 _ .... _- E.?,: - ._ 6 � ^ . ' g �+$ — —� 53'53 / I 5741 , —57+p0— 9 _ ° n 4.500 — — .�...• A:•� ..�� E •..-, a , n 56+00 I� 55+50 •M 46 55+U0— 54+Sk 9y •�sul .•4 7 ,Y __ � ..i-1 ...... -•+ sa S mimic— 4-- .. '� Q— • I "•, � 5710 • u / vo J •,---) L•4765' 4.3000' 90 eettron I: Am KS' I ' A9`' id MI Wear Avers TKO?' *•1IIX • , Rand • 0a6MPASOle •NfT 4751 I J ! PNOPOSLD LEk I SWALL SK10lb7Y • PROPOSED DRIVE WAY 1 71ST PROPOSED DRIVEWAY - (0 APPROACH; 5- H ( f MA APVROA:^.� ; '1" MIA L•77 SY 1.7000' 0 STORM DRAIN PROPOSto LEST SWALE ( -lair (SEE PLAN & PROFILE SHEET 24) STORM DRAIN .= I (SEE PLANK PROFILE SHEET 24) r. Cr • KEYMAP —------- i i LEGEND: 5710 5710 s -- -- - 10 PIA STA s7+2625 SWALE MATCH 571051-, EXISTING � RIGHT SWALE PROFILE ._ °+ ej� SCA_E 1- • 20' HG�QONTAL t' Z' \ERTCAL PROPOSED _ ` _ \ EXISTING EDGE OF ASPHALT PROPOSED I FLOWU\E GRADE - In 5708 5708 V. PVI STA 57+14.27 _ - ROADWAY CENTERLINE PVI - ELEV . 5709.92 5 0.61% Q PA STA - 56'99.90 PROPOSED STORM DRAIN -- PVI ELEV 5708.10 Ci.afwr gto Ground • PROPOSED SWALE — — PROPOSED SIGN r_�� 5706 EnTvIC C:L: PROPOSED GRADE 5706 EL[VA 110N; EIkVA BON; Iw PROPOSED ELEVATION • PROPOSED SLOPES 2.oX 5704in n is n n n n •S. nS na •I ♦$ e0 ntE'It na na get •S nb NS Na 4 na nO n� na I� N2 N,N•1 efts -N 'a inane') nIa n,^� ea n .- .-0 00 Pp a e' na n ; $ $ D2 ,I+ of: +1'1$ng r.s. �, $gam 018 p ry �p p Y 01ii N♦ .• $.n nN Bag 8gg �y IV DteIIpp 09 DS n Rg a,^s + 00 a� �p p P ND N'SS tilt 08 $^n^ale ^O DS �E n704 �p NOTES: 57+70 57+50 57+00 56+50 56+00 55+50 55+00 54+50 54+00 53+50 53• ) 52+80 1 CL WE -D COUNTY PVI STA e 57+33.4' ROAD 126 PROPOSED C:NTERUNC DRAM WELD COUNTY ROAD 21 CENTERLINE PROFILE I THE SIZE. TYPE AND LOCATION UTILITIES ARE APPROXIMATE WHEN IT SHALL BE THE RESPONSIBILITY THE EXISTENCE OF All UNDERGROUND THE WORK BEFORE COMMENCING CONTRACTOR SHALL BE RESPONSIBLE UNDERGROUND UTILITIES AND STALL UNKNOWN UNDERGROUND UTILITIES 7 SEE SHEET I FOR TYPICAL STREET ,,,„III,Inr7 `.`-ADO �pl�' `cY:'a'is 'z ! .11111/ xx, CALL UTILITY NOTIFICATION COLORADO Q o Know *Rats Call Celoa Gat 7 PAMPA SS D•K .W PG 000E OR YMlMC OF tAdCRCAQIYD Or OF NEW REf7 �r�p ig oia.Juno;�• I below. . t4•w+T ALL KNOWN UNDERGROUND SHOWN ON THESE DRAWINGS THE CONTRACTOR TO vER,ry UTILITIES IN THE AREA OF CONSIRUC LON. THE FOR LOCATING ALL BC RESPONSIBILITY TOR ALL sccrioN _�7,'i 'Y - ` CENT ER Of TC11 dig. •CIA•A KIM POI u4 Mal Uy MS 5712 PV1 ELEV - 5710.72 MATCH EXISTING Existing RING Count, Rood _ SCA.E = 20' HORIZONTAL 1 - 2' VERTICAL • Centerline Greer SEE SHEET 22 120.0' EX PROPOSED GRADE S4+10 PVI STA. 53+5000 O.T4X nTA k rict ILEVAMIN: T1D ELEVATION: lw EVCE, 5709.94 CE. PVI ELEV A.D.. 5709.80 0.54 1 BVCS: ST.90 5710 _ — — BvCE: 5709 33 — — --- —---- -- — — — -- —_ _ _-- —— X _'� - DI: •D IN O • et AN -e �1 n eta 05 n 'FT AA IN n n 2 v ♦ • Pa Pa Pa S- n D O N i rZ -� a S� So Sf D f R N n� ho BAs P7. S� gn So Sg • h� n$ eg A Rg P„ s.. Pr. $p DS n�' •a •a nw Pp Op $$ PP nD nS no •1N. •."n. PP sP P$ $P gg •1No •o i2 SP $P PP n: PP S 5708 e° ea n6 e n n -a ea „o1. Fa t. n n n DH. e n In „-4 „0 h a n n D r n r i, n n -Pt! n h r1 n n n 57+70 57+50 57+00 56+50 56+00 55+50 55+00 54+50 54+00 53+50 531 7 idyl STA — 57+40.64 PH S'A - 5)+34.82 PM ELEV - 5710.98 MATCH EXISTING PVI ELEV m. 570.89 PN STA • 55+72.65 SWALE s.� PN ELEV • 5707.32 LEFT SWALE PROFILE Ensing Gou10 ; 15" RCP STORM SCA.E = 20 HORIZONTAL = 2 VERTICAL 5710 •� -- —_- - �- -INV 5710 �♦ PV, STA - 57.00.29 PVI ELEV - 5706.10 — •� ........- — .9_,. USING GROUND 7TP — -- — ,,.� — �- \ _ / _ —, ELEVATDN; PROPOSED GRADE uk VAIUN; PIT PM STA • 55+31.67 PROPOSED -- 5708 0.61; PVI EEEV • 5707.07 NY 15' RCP STORM FLoWL NE GRADE PVI STA 53+77.73 5708 - DA PI PV = S7r0 /4 T uv 1S- RCP STORM U ` A i1 • f n� 04 "S if a, •,D 1,p. hw •,� nIC N,� .-� • DTI b D n gra n -Q, gg - C0.61% 04 P� p D0 ^.r �. ✓1 Cn �fY s aN $' s a f D w 8 s 5706 n e n n ;> n nES n ^Fraa a- nn Ina ad) nn,, ea na n^ gci an s a,, a , in "•* a ^ hg TIN a1 rn �^ a• h s an In ,C 5706 57+70 57+50 57+00 56+50 56+00 55+50 55+00 54+50 54+00 53+50 53+00 52+80 Print Date: Novemoer 19, 2021 Sheet Revisions' _ WELD COUNTY ROAD 21 P&P STA 53+00 TO END Project No./Code 1150 Greeley, Phone: (970) 0 Street CO 80631 400-4000 File Name: vVCR 21 -STREET P&P.DWG Dote: Comments .n 1 Project Number XXX No Rev'sions: Horiz. Scale: 1" = 20 Vert. Scale: As Noted ( ) Unit Information English Revised: Designer. �. Egger ;ructure C�ce XXX c ) Detoiler: R. Bunner Numbers ( ) Void: Sheet Numeer 23 O Sheet Subset: Subset Sheets: 4820998 Pages: 42 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III PACI514:1141INCIlidiiiiirliiik ilf, %ION 'Li Dliii Rhonoo Bunner Drawing Nome: D:\Projects\WCR 21\Dwg\Sheets\WCR 21 -Storm Drain P&P deg Friday. November 19. 2021 2:09 PM By _ FE/ .c i I I I I II y CL 0.1 o I I 1r Y FES B1 I I I I d, N •-1 c4 \ MI R) I I I20* ly OS I : I 0 o ' 015% ( istT5� ap ,,60' 0 2� 60' I_ SCALE: 1" =20' (1 rut Kale fee ne31 shoot we) • r • ..i y •:. A_UMMNIZED FES 82 54.05 LF 13'x17 CMP ARCH PIPE O 0.51% I rj �_ U STA 'U+00.00 N: 1568192.49 1. 1174849.IBi �6° seT5% Q 561.3...----- STA 10+54.05 1566243. E: 3'4833.97 1FO i o 5106 C / O •� SIASt0++100.90N: N: 1569164.92 E. 3173885.95 ::•,. ' +J _ - FES C2 / ! / ..,- *500001 � 1b6 I. I, _.. _ fps ,/►a', ., p (iii C`lk0"1 �,,./ 76p' X� - - _ �� O '•" r ``\11\\ ' � �...0..__.. KEYMAP 1 - _ O �g9�r,;�-'� „A', . 10 ' � J , / r fJ I /! �Q+ ✓ �'., ` . FES Al LEGEND: "S - +1��9�1b %� 7i o FES A2 i r _ - - A. [ 68.97 LF 13"X17" S'A 10-0000 N. 1566291 15 E 3174798 70 s ^ STA 10+46.89 u - N: '569164.95 -- t}p E: 3173839.06 .15 y > •.r Z (A3 O 97 STA 10+68..4.. 1566266..8080 E. 3174777.56 � AL:.MINIZED O 0.11% CMP ARCH PIPE PROPOSED STORM LINE `_' EXISTING ELECTRIC I I I I • X I - I 1 O I C EXISTING OVERHEAD UTILITY - EXISTING WATER A A EXISTING ABANDONED WATER FOUND x-* x EXISTING STORM DRAIN t oaf•- EXISTING FIBER OPTIC EXISTING r18ER OPTIC EXISTING IRRIGATION EXISTING GAS STORM A I STORM DRAIN C I DRAIN B STORM DRAIN PROFILE SCALE: HORIZ. I•-20' VERT 1•.2' PROFILE SCALE: HORIZ. 1•.20' VERT I• .2' PROFILE SCALE: HORIZ 1'.20' VERT 1•.2• EXISTING ABANDONED GAS FOUND PROPOSED STORM INLET U NOTES: 5704 in D (W) 15' RCP 5704 5682 I ' o ` 5682 5682 Ili g 5682 74SIZE, TYPE AND LOCATION OF UTILITIES ARE APPROXIMATE WHEN IT SHALL BE THE RESPONSIBILITY VERIFY THE EXISTENCE OF ALL UNDERGROUND AREA OF THE WORK 2. ALL PIPE TO HAVE PROFILE JOINTS. `oolun Or. -�■+t�Qwy�'�� :S • . N Al >. :' i .4:114Y xxxrt2ll I IA1111.x CALL UTILITY NOTIFICATION COLORADO gill 11, Know whirs below. Call before CALL 2 tuSML SS OATS no oo. CAMOE. OR MARVMO IIUNO(ROROLW ALL KNOWN UNDERGROUND SHDWN ON THESE DRAWINGS or THE CONTRACTOR TO UTILITIES IN THE un27axi : •. xxi rF - 9 . 76 t _ ` CENTER OF you dig. M MvANCI RUM EXCAVATE FOP THE Waft LOLL. rtS 5702 .I�$p�' 4Oa si Ub U N"n U) LL e i p� ° LL 5702 5680 2�� V) LL 'a « N r• m V) V) Z LL ISTA 10+00.00 RIM 5675.8t ''.INV N 567'.76 5680 5680 z�n" Ono LL p M * oo ' N & = Q V)"'R= LLe 8 4$h . ^ -2°E 5 5680 e,,ile9 Croons _ CONTRACTOR rLOWFILL CULVERT _ _ _ TO ABOVE 5678 PROPOSED GRADE CONTRACTOR TO 5678 5678 (using PROPOSED GRADE CONTRACTOR TO ROWFILL ABOVE. CULVERT 5678 VRL 1Y COVER M 5700 5700 \'1 6.89 LF 15' RCP O 0.11% existing ammo ABOVE ELovirCULVERT CULVERT Ground \ —1 5698 5698 \ 5676 \ 5676 5676 69.97 u ,}'YlY `,� 1 5676 5696 5696 ALUMINIZED CUP ARCH PIPE r 0 0.11% 4 54.05 LF Ind? ALUMINIZE] CMP ARC, PIPE 0 o.s1z 5674 5674 5674 5674 5672 5672 5672 5672 5694 5694 11+00 10+50 10+00 9+80 11+00 10+50 10+00 9+80 11+00 10+50 10+00 9+80 Print Date: Noverroer 19, 2021 c----) Sheet Revisions .• 1`„ 1 1150 Greeley, Phone: (970) e , t r • ,- 0 Street CO 80631 400-4000 STORM DRAIN A, B & C PLAN AND PROFILE Project No./Code File Name: VNCR 21 -STORM DRAIN P&.DWG Dote: Comments Project Number XXX No Rev'sions: Horiz. Scale: 1" = 20' Vert. Scale: As Noted Unit Information English Revised: Designer: J. Egger g 99 Str Jcture Coce XXX CID Retailer: R. Bonner Numbers Sheet humoe• 24 Void: Sheet Subset: Subset Sheets: 4820998 Pages: 43 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County 1 CO iii II Drawing Nome: D:\Projects\MICR 21\Dwg\Sheets\WCR 21 -Storm Drain P&P.deg Friday, November 19, 2021 2:09 PM Br. Rhonda Bunny .._........87° 7.0 6. ../7--. ' 6 0 O .0.____:------>-..... / .0'.°. _ '1O 1 0 .---7-- / S. j 20' 0 20' 40' 60 -- - I 1 SCALE: 1" =20' (1 r.•C KWIC 'p ?t34 y.C<t Y.l1 -... • if '!Cit .' ..... 50.00 10+0 -105 � /' lo'�� ..60� FES F1 _ ,, , 1`,�' -_... ,� pi 7. 10/.0 o� o a6'5 "'� 2 53"V �-1 - N 15.02350< 6A� t:�l 6.0 Onsissisatas i9 0 0.61% ; 60 / �� 7`, 2t Li t5" RCP :70-------.T—;-'— 0 o s tt. ' �,:u ...-- i. NT l +50::.:. NCX 10} 6110 0��10'g5 .o �' -" FES E1 �_'-9.0.. _e.o� }' KEYMAP ,5,°s yos '_6 0 - v STA 10+00.00 N: 1569856.53 E: 3173672.98 • o OX , o ° ;as LEGEND , o 10`4. "' FES Dl i 0 .-S �Z. /.+� FES / , STA 9+95.73 10 N: 1769167 03 3o�j r 317373/.23 37.21 LE 1r RCP O 0.61% D2 V "J o i� - 1 FES E2 ,, Q ce J FES F2 STA 104 64_70 N. 17611916.90 E- 3173595.79 J. 1 11s « 5 PROPOSED STORM LINE `._-- SR 10+IS.2i N. 1570306.67 ^' E: 3173503.18 STA N: 1569702.10 E: 3173722.70 I i I 10+32.71 E 1 I Q y T J e3 a. I EXISTING ELECTRIC — L L EXISTING OVERHEAD UTILITY OHU — — EXISTING WATER * W EXISTING FOUND X W X ABANDONED WATER EXISTING STORM DRAIN Bt EMI RE EXISTING FIBER OPTIC FIBER EXISTING OPTIC EXISTING 'ROGATION EXISTING GAS EXISTING ABANDONED GAS FOUND PROPOSED STORM INLET NOTES: I ii F I STORM DRAIN STORM DRAIN E STORM DRAIN D I _ PROFILE SCALE: HORIZ 1•.20' VERT I•.2' PROFILE SCALE: HORIZ. 1•.20' VERT 1•.2• PROFILE S_ SCALE: HORIZ, 1-•20' VERT t•.2' r . 5710 Cr , ! R 5710 h J STA 9+95.53 RIM 5'01.91 INV. IN 5700.82 (A) 15- RCP 5712 5712 5706 S 5706 • THE SIZE. TYPE AND LOCATION or ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS IT SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK 2. ALL PIPE TO HAVE PROFILE JOINTS ‘ `t1U 11Il,rr ��REGh, 7i •'`y `�9 2978 ''�)01JALE ��` ALt \ /,I I,,,11 CA; L UTILIIY NO,IF ICA110N LI NH R U1 oLoRAUO 811 Know whirs below. Call oefnn you dig. CAII 2 IL-v.tSS •n W asset it?Oil .OI, DC, CAOR tlGwe rot �IK *SING 'ro`wa"° eta* Ulan l 5710 (y ELON W wort.LL„ n r * g KiNh r 8 - S > PROPOSED GRADE IL W $ S * g^ 1. g 4 aN ~ i 5710 5708 co- ,�M t. ..pi foot+ mgr 0_,-8 - c PROPOSED GRACIE W 0 STA 10+00.00 / RIM 5704.4* INV. I1 5703.30 5708 II. 5704 017g °.2,;,8 wi LL « r -m r 0 u. 5704 Ground existing vnC Ground foisting GOunO _, \ 5708 - rt. 12'`t'M`X 5708 5706 �' 5706 5702 --5702 MN. 12• Data 3z21 If ts• O 0.61; RCP 5706 /5. 6 LF 15• RCP 0 0.61% 5706 5700 --• 5700 5704 64 70 LF 1j• RCP 0 0.61% 5704 _ \ PROPOSED GRADE 5704 _ 5704 5702 5702 5698 5698IP 5696 5696 5700 5700 5702 5702 11+00 10+50 10+00 9+80 11+00 10+50 10+00 9+80 10+50 10+00 9+80 Print Date: Noverroer 19, 2021 —) (-) Sheet Revisions STORM DRAIN DE & F , PLAN AND PROFILE Project No./Code File Name: WCR 21 -STORM DRAIN P&'.DWG Dote: Comments No Rev sions: xxx Project Number 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 1 Horiz. Scale: 1" = 20' Vert. Scale: As Noted Unit Information English Revised. Designer: J. Egger ;ructure Cooe xxx CID 0 Detwiler: R. Bonner Numbers Void: Sheet Number 25 Sheet Subset: Subset Sheets: 4820998 Pages: 44 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III 111111 ember 19. 2021 2:09 PM By: Riontlo Runner Drowsing Nome: D:\Projects\WCR 21\Dwg\Sheets\WCR 21 -Storm Drain P&P.owg Friday. _ 9.0 --.06.444)---- 20' 0 20' 40' 60 i I I_ r-• r- SCALE: V =20' (Ina sale Is22T3eK Msee) ' • , '1 l 55 000 - g Ali \\1Ll `ounry /i 60- _rte + BO 9.0 �i He 0 9.061. 50+50 to o . 1.198. c IS FES G1 5710 .- ... _.. STA 10+00.03 KEYMAP N: 15'0459.79 goo FES G2 / E. 3173473.98 LEGEND: NTS STA 10+40.98 N. 15'0500.14 E 3173486"81 Hos Warner tents AFee! f OJO/J7II1O14 PROPOSED STORM LINE NEON — — EXISTING ELECTRIC I C EXISTING OVERHEAD UTILITY U^I) — — EXISTING WATER W W FOUND X"W-X EXISTING ABANDONED WATER EXISTING STORM DRAIN Bt NMI MML — EXISTING FIBER OPTIC EXISTING FIBER UPIIL EXISTING IRRIGATION EXISTING GAS EXISTING ABANDONED GAS FOUND PROPOSED STORM INLET NOTES. (IJ ��1 I� STORM DRAIN G PROFILE SCALE: HOR12. 1'•20' VERT 1'.2• 5712 5712 1 THE SIZE. TYPE AND LOCATION UTILITIES ARE APPROXIMATE IT SHALL BE THE RESPONSIBILITY VERIFY THE EXISTENCE OF AREA OF THE WORK 2 ALL PIPE TO HAVE PROFILE ``11111 ` = CALL UTILITY Know Call Ch. 2 9u5$4SS .DU C.C. CA*OL. SAQ.NC c' J040(YCAM.(0 WHEN ALL JOINTS NOTIFICA COLORADO 811 where Sore DA'S OF ALL KNOWN UNDERGROUND SHOWN ON THESE DRAWINGS OF THE CONTRACTOR TO UNDERGROUND uTILIBES IN THE E 'F, R% P: 6 z �1 IK)N CENTER OF IIP below. you dig. M WrwrCL wow a t'Caa*I( FOR I.( Wlee ,o 91 ,„hs 5710 fissf.ny troun0 --:\ STA '0+40.98 RM 5708.4* INV, 01 5707.: 9 p>� O ;FES G1 I STA 10+0000 RIM 5708.1s IN J. N 5707.39 5710 5708 5708 5706 5706 5704 5704 5702 5702 11+00 10+50 10+00 9+80 Print Date: Novemoer 19, 2021 �� cc Sheet Revisions *RolSTORM 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 DRAIN G PLAN AND PROFILE Project No./Code File Name: WCR 21 -STORM DRAIN P&'.DWG Dote Comments Project Number XXX No Revisions: Horiz. Scale: 1" = 20' Vert. Scale: As Noted Unit Information English Revised: Jesi ner: ). L er g y9 :r ;cture Coce XXX = C= i etailer: R. Benner Numbers Void: Sheet NJmoer 26 Sheet Subset: Subset Sheets: 4820998 Pages: 45 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III POrdniligirifillia I(SPI%P.%*1M 1liii / / V, i. rtr / // •..Lik: Jet / / I / / / / 20' 0 20' 40 60 (True scale of 22.34 .rM I ...c . A. k r , 1A 'SPEED c r REDUCED AHEAD / .Z) Iii t / / 1i o /7 / 72 z, p C I , < 12 00 s 11+50 11+00 1 b Weld County 10+50 --r-- .—�.��. ?- r Road 2 1 } 9+50 E _ II 9+00 8 l I -- .�.. _ _...-_.._\\ . - -. to 7• fa � =-i O' -..-r-w._ p nil" m. ^ W LA �.A-- ` KEYMAP �` L / I LEGEND. O - _ 4... - / �, i /hrc.t , ozowmooOD EXISTING EDGE 0, A5'.-:. PROPOSED EDGE Or AS.'. A-' EXISTING RICHT OF rip n PROPOSED SIGN r BORE HOLES V P-1 STRIPING AND SIGNAGE LEGEND: OA" DOME YELLOW 0•' DATE EDGE NOTES: - r REDUCED SPEED <3 AHEAD L .1 _..._..._...____ + < rn W _ 1 I ALL SICNAGE AND NARKING IS SUBJECT TO THE GENERAL NOTES THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND NARKING CONSTRUCTION NOTES LISTED HERE 2 ALL SIGNAGE SHALL BE PER THE LATEST NUtCD (REF LCUASS SECTION 22.6.2) STANDARDS 3 ALL Sr RIPING SHALL RECEIVE TWO COATS Of LATEX WATERBORNE PAINT WITH CLASS BEADS. 4 ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS .��p ...:0;E:.:::::1.;.,,...1 ; �Q•!:'H iheatcw ...�___`0 ' r• • 16+50L,0ON 16 15.5(1 W o u _ _ 15+00 - _ 1 - 14+50 �^ --" - - `? J Welts County Road % t 14+00 - , , _ l 13+50 13+00 _. _ - - — — '' _ '- - - - 1Z�Su 12 00 �_s ... — — - - - -, o I ~ ' • «• ... ... ', O --. - •• L� 2 ... ... ... _. _ Z... _-. ...«a«.L... _ -----...---- _.«-�...-_.«I ... �...�.«_ ..�»._» �.. - 11I �.. _.- -- . _.. _._.- .- I- W Q z 2J . !land 020127048001 2 Print Date: Novemoer 19, 2021 Sheet Revisions - 1150 Greeley, Phone: (970) itit —1I- j" ft 0 Street CO 80631 400-4000 AND STRIPING STA 10+QQ TO STA 16+QQ Project No./Code File Name: WCR 21-SIGNAGE.DWG Dote: Comments Project Nroject Nun-q,,..XXX No Rev'sions: Horiz. Scale: 1" = 20' vent. Scale: As Noted ) Unit Information English Revised: Designer: J. E er ggructure Coce XXX Detoiler: R. BE.'lner Ni-umbers ( ) Sheet ��mce 27 Void: Sheet Subset: Subset Sheets: 4820998 Pages: 46 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO Drowing Nome: D:\Projects\WCR 21\Dwg\Sheets\WCR 21—Signoge.dwg Friac, III !PAM) Viltitiki.NNI, 111111 20' 0 20' 40' 60 H L 1. t- (TN.: la 2244 We wc, I SPEED LIMIT x.- ......•,�.._; T+;.F 45 y Q r 2uA-5c; Weld county zo 00 ' s l�L+,I I ! I ° t9rro 0 v) o < 18+50 t9+00 / 1/ 0 a 1C'5U rI ",- It 16 0 00 15+50 I I - ` :.r f W 2 ._.. QZ _ KEYMAP » - - LEGEND: 4'$ Mite' 102Vr:JWtl001 A. *, — EXISTING EDGE OF ASPHALT PROPOSED EDGE Or ASPHALT EXISTING RIGHT or WAY PROPOSED SIGN I:74!= BORE HOLES * P-1 STRIPING AND SIC;NAfF I FGFND OA• DOUBLE YELLOW Os• WHIT( EDGE NOTES: SPEED LIMIT ' 45 < O - 1 ALL TSK.NACE ANSH(ER OF T ESE SIGNING AND MARKING HERE 2. ALL SICNACE SWILL BE PER THE SECTION 22.6.2) STANDARDS. ALL STRIPING SHALL RECEME TWO PNNT WITH GLASS BEADS. 4. ALL SURFACES SWILL BE THOROUGHLY INSTALLATION OF STRIPING OR MARKINGS ' o �N 'K ',,''•Pa= . �IOIIAI PSUB.ILANS,TASTIMIELLLASRTN( CONSTRUCTION LATEST COATS REry W 2976 NOT ES NOTES LISTED MUTED. (REF LClLA55 OF LATEX WATERBORNE CLEANED PRIOR TO 2 rF9e'. ` _ � — .—•••—•.--- _ a V/ —» — —"—" C Q `n Lei VI �—--'_--" — -. ` ---- _ .. —'-- 1+5(, ?.I - ��-� Of; 23+50 _ - 1 �— — — 23+00 c 1S. _ 22+50 22+00 < n ,in 21+50 - �� 'f,l l ITII11t1'�,',,,i ! I iW W U '° c- ` �'+{M N +`50 1() OC U C, . ,9*50 I —_ e__, _— ____ __ �—,._ __ _ . _- — -- — — W -- _ ._ I�..._ -/ -.-._.___.-.- ... -..- ._ C Z 2 fa.cw 10zl1n04300T / Print Date: Novemoer 19, 2021 Sheet Revisions SIGNAGE AND STRIPING STA 16+00 TO STA 24+00 Project No./Code 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 File Name: WCR 21-SIGNAGE.DWG Dote: Comments*MIS er Project Nu XXX No Rev.sions. Horiz. Scale: 1" = 20' Vert. Scale: As Noted CD Unit Information English Revised: Egger Designer: 3. y9 E^ ,�cture S:r Coce XXX CD —D Detailer: R. Bunner Numbers Sheet N�moer 28 Void: Sheet Subset- Subset Shee:s: C 4820998 Pages : 47 of 69 04/22/2022 10i® $ aMd Recorder,e0We d County CO Carly Koppes, rdlin !IN nVI Vil III III 20' 0 20' 40' 60' If it 1- SCALE: 1" =20' (Trye scale id 2h34 Itch we) O .,(`fl 30 X, ft -... r s o 28.50 28 0U 27+5Q L. N..- 27+00 0 26+50 • -' : 26+00 25+50 l� \Vel f Colint\ F�oad _' 1 V - J W b 0 ` .0 s E 25+00 24+50 24 c.23+S0 00 — x n • p n OS a T 2 t Y',; I- W J'�LL Q Z _IMF 45 KEYMAP LEGEND: EXISTING EDGE Of ASP, -.A. PROPOSED EDGE OF AS=..A.. < a EXISTING RIGHT of wAY PROPOSED SIGN BORE HOLES ill) P-1 STRIPING AND SIGNAGE LEGEND: Os' DOu9EE rEEEOw Oa' *km EOGE NOTES: - 32+50 32 00 31+50 - - - 31+00 - - - _ - - 30+50 - All SIGNAGE CO AND NARKING THESE SUBJECT TO IW GENERAL THE N ON THE COVER SHEET OF PLANS, AS WELL AS TRATFIC SIGNING AND NARKING CONSTRUCTION NOTES LISTED HERE 2 ALL SiGNAGE SHALL BE PER THE LATEST NU TCD (REF LCUASS SECTION 22 6 2) STANDARDS 3 ALL STRIPING SHALL RECE'E TWO COATS 01 LATEA WATERBURN PAINT wit-, cuss BEADS A ALL SuRFAC(S Sw4. BE THOROUGHLY CLEANED PRIOR IQ NsrAL AT,oN of s aIa NG OR NARKINGS ,```��,,L, TREQa'e,, •Jd' ri, • - ^# 29976 - •,,IIIT` IT,T - 30+00 / _ _ 29+50 - - -- ..- -. _ _ 1 \\t ;1NOTES 241.00 28+50 ell' LCD ilt11V f�E�.l 1 26 _ - - - - -27+50 00 - V--._.. — _ _ _ --"—"...._ w r• —•- .. �J ,» Q Z '- •- -• s w _. ». .». — - • __sap -- -- J �_•~— — .._...^..., U .... ..—. — »._ .—. H IL Q Z Print Date: Noverroer 19. 2021 - Sheet Revisions SIGNAGE AND STRIPING STA 24+00 TO STA 32+00 Project No./Code .,:.- 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 File Name: WOR 21-SIGNAGE.DWG Dote: Comments Project Numbc� XXX No Rev'sions: Horiz. Scale: 1" = 20' Vert. Scale: As Noted Unit Information English Revised:XXX Designer: 0. Egger ;ructure Coce 0 Detoiler: R. Runner Numbers Sheet t\.,rn;,c• 29 Void: Sheet Subset: Subset Sheets: PM By Rhonda Bunner Drawing Nome: D:\Projects\WCR 21\Dwg\Sheets\WCR 21-Signage.dwg Friday. November 19. 2021 4820998 Pages: 04/22/2022 10:58 AM Carly Koppes, Clerk and 48 of 69 R Fe.:$0,00 Recorder, Weld County , CO III Mr1li4l4i1'IeirIiOLM,wIIYYrl:111111 O + 0 0 20' 40' 60 SCALE: 1" =20' I live soak Ice Yh34 ilea we, .._ H .-•. U M �_...-_._ .. . - , —...__ 91 —...— `. t• z f�f w 1 ice:, { �''.'.- A+50—..—..._..._.. — N ` 344.50 / 34+00 33+50 (J t 33+00 32+50 32 00 3++50 Weld Count ' React 1 ... O .�e. \ Z Terms_ a W• I \ \ - \ \ ` \ \ \ tt. , KEYMAP t ..' LEGEND. EXISTING EDGE OF ASPHALT PROPOSED EDGE OF ASPHALT Q b EXISTING RIGHT OF WAY g PROPOSED SIGN BORE HOLES O P-1 STRIPING AND SIGNAGE LEGEND —.— O4' OOUBIE YEuow Oa' Win( LOGE NOTES: — . #�., �__ __.__ . _ - - 0_, - --- ...�...�...�� _.�...� — — — ——...�...-.�...--... u _ r-�.-__ -- -.___ M 4U+50 40 __ UO 39+50 ^-� _�_ ..� -- _ _ _ _ _ ... 39+0U _._ _ 38+50 38+00 37+50 - - - 37+00 _ �:'� - Weld ss � ____ .. _ y Road Z 1 o Dint , o0 .. 11, ALL SIGNAGE AND MARKING 'S SUBJECT TO THE GENCRAL NOTES ON THE COVER OT E PLANS. AS LL AS THE SIGMNG�IWDTMRKINGSCONSTRUCfON ENOIES 1151E0 HERE 2 ALL SICNAGE SHALL BE PER THE LATEST WUTCO. (REF LCUASS SECTION 22.62) STANDARDS. S. AU. STRIPING SHALL RECEIVE TWO COATS OF LATEX WATERBORNE PAINT WITH GLASS BEADS. 4. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING DR MARKINGS %,••N l 0 RE ''. `' . �0„ Y T i .1.• ; i �..l i �� 1111nl"` 1— W - '-"'--'-" -- -- < Z.,....______...7.1.1.____11:TWFK: + I - U I. �_ -- Z / Z \ 01447 2nd Street \ 14rcd / OZO1270J7Uvl / _J / \ / ` I Parcel . JN127G37t)U[ / / / / / / / / / Print Date: November 19, 2021 Sheet Revisions ►'� .R 1150 Greeley, Phone: (970) - x• 1 ► 0 Street CO 80631 400-4000 SIGNAGE AND STRIPING STA 32+00 TO STA 40+00 Project No./Code File Name: WC2 21-SIGNAGE.DWG .... Comments Project Numb: • XXX No Rev'sions: Horiz. Scale: 1" = 20' Vert. Scole: As Noted ( J Unit Information English Revised: Designer: D. Egger -;ructure Coce XXX Retailer: R. Bunner Numbers i Sheet fv�moer 30 Void: c Sheet Subset: Subset Shee-s 4820998 Pages: 04/22/2022 10:58 AM Carly Koppes, Clerk and i 49 of 69 R Fee:$0.00 Recorder, Weld County , CO II rj PM By. Rhonda Bunner \Projects\WCR 21\Dwg\Sheets\WCR 21-Signoge.dwg Fridoy. November Drowing Nome: a. 20' 0 20' 40' 60' `� SCALE: 1" =20' (True scale rot2244 sheer kW Q O 2 o O 44+50 .. ate t 44 00 43+50 n31(ir 42+50 4"2+00 �L 1'+50 ai+u0 40*5V 40 00 39*SU 0 00 * WC!LI LLMI►Hl)• - 0 y 0 RLrld 21 4 .. Q F W 2 QZ , — C l / / Parcel 102012703800? / / / �' / / e / / yJ / fbrtef 4 0201270370V' ,..:i7, / S / / / / / KEYMAP LEGEND: OS EXISTING EDGE OF ASPHALT PROPOSED EDGE OF ASPHALT < C C EXISTING RIGHT OF WAY n. PROPOSED SIGN BORE HOLES 41P -1 STRIPING AND SIGNAGE LEGEND: "— a —.— •. __ • - T04- DOUBLE YELLOW O4• WHITE EOM NOTES: w - ' _ __-__ . �...�.»- ..,�..._..- ... -.-..-...-...-..._-...-... , ^ 3 U r. 48+50 -- 48 cs� �..... _ '0O 0':, -,._ 4/750 .1 /TO ol� ; .. 0 CC 46+00 u- 4bbi00 — ---,,45+5U 44+50 `uDO 43+50 IWeld L olin(v KoLtLi 2 _ 1 ALL 9CNACE AND MARKNG IS SUBJECT ON THE COVER SHEET Of THESE TRAFFIC STONING ANO MARKING CONSTRUCTION HERE 2 . ALL SICNAGE SHALL BE PER THE SECTION 22.6.2) STANDARDS. 3 ALL STRIPNG SHALL RECEIVE TWO PANT WITH GLASS BEADS. 4 ALL SURFACESTHOROUGHLY INSTALLATION OF STRIPING NG OR MARKINGS DHeGy�. • a ��M ://1((N "s •_ 1!32878 '',,gatotiolt TO THE GENERAL NOTES PLANS, AS WELL AS THE NOTES LISTED LATEST MUTCO. (REF tCUASS COATS OF LATEX WATERBORNE LEANED PRIOR TO ... T y �P� i = , H W •« \40.-- ... .. .., O� W - •--•--_. N Zr�..�-a�.� T s . _ � ....-. ».-�... „,�•„-, - ''�_ 2 E ..._ n - ,, — ._ - .-. _ F - _- "•-x""'�" --" H W " z / c2 G / / 24 aS Pa.rw 0 020127027001 / I S'"Q .4 / / S / / L / / / / / / t Print Date: November 19, 2021 C --)No Sheet Revisions J 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 SIGNAGE AND STRIPING STA 40+00 TO STA 48+00 Project No./Code File Name: WC, 21-SIGNAGE.UWG Date: Comment Revisions: mber Project Nu XXX Horiz. Scale: 1" 20' Vert. Scale: As Noted Cn Unit Information English Revised: Designer: �. Egger ;ructure Coce XXX Detwiler: R. Bunner Numbers ) Void: Sheet NJmDer 31 CD Sheet Subset: Subset Shee;s: 4820998 Pages: 50 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO PM By. Rhondo BL.nner \Projects\WCR 21\Dwg\Sheets\WCR 21-Signoge.dwg Fridoy. November 19. 2021 Drawing Nome: III FAVIAVIVAY!P\!LIWN' III -x•_"'Q "'�.x I- "1- . ® WO OI- O + N m.......„ / 20' 0 20' 40' 60' SCALE: 1" =20' (T rue scak to. 27O4 Neel sue) .-�_... 00 -.- !WO :LTunty ..._... Road _ C^ 50+00 I oa L�J G Y 21 _-.ate... ...�...,� -�.. :y+ a ... _ ..—_ _ � 4y"JU UL _ C to -- -- • ' ._., ... _i,:�rer�- 49 =00 - - 48 00 474 50 .. _ _'--"'—_------ter —' • a — -..---_....._, . .. . 9604 Warner Awnw ,., Pa>vvt 020127023005 -L a s ,,aa , /r/ L J ¢� / / Faml / 020127022001 9571 Cray Awnw Parcw / 02012712300(1 / / �; / / e / / / // KEYMAP NTS LEGEND: EXISTING EDGE or ASPHALT '" PROPOSED EDGE OF ASPHALT _...- 1x. 4o c.. r - p1 O in •••---.... N �... -- .: -- EXISTING RIGHT OF WAY PROPOSED SIGN ram BORE HOLES O P-1 STRIPING AND SIGNAGE LEGEND: s" DOUBLE YELLOW Oa' WHITE EDGE NOTES: ` -- '• .n ..1 -- _ �� — t oo �_ ...__... _ W"--, �'�T(u)ry --::._ I�L�.(LI 11 -_...� x-�... 5 5+0p -r .... � �'"'--- I. ALL SIGNAGE AND NARKING IS ON THE COVER SHEET or THESE TRAFFIC SIGNING AND NARKING HERE 2. ALL SIGNAGE SHALL BE PER THE SECTION 22.6.2) STANDARDS. 3. ALL STRIPING SHALL RECENE TWO PAINT WITH GLASS BEADS. 4. ALL SURFACES SWILL BE THOROUGHLY INSTALLATION or STRIPING OR ,I.Illll • +�//((�� t1�(#32976 'ice'''',, SUBJECT TO THE GENERAL NUIES PLANS, AS WELL AS THE CONSTRUCTION NOTES LISTED LATEST IUTCO. (REF LCUASS COATS OF LATEX WATERBORNE CLEANED PRIOR TO MARKINGS Fpti 't, ,```� `-" •• _ �...� c' e ~ •' 544 w .� L. - JU I v: - "�' -_�"'�-...�« -.. C •'`�..••�.• _..__. p Li_.. '.yam_. ...�...� .--------- 'r+r•y_.._�.. x•—.•.�.'•�. z ��s+',� '_ c.^, H c ;;: __ ... �... �-_mss..-.`�� + Z +.o "I,"? - -e __ �_- oj'-"••... N 534 50`'• - _„""'^ �""�'—•--_ �. �•_-- �_,_-�_ O1'w oo ~•,•"` - -'�- ---� — "-"v.~„�"'�""•.r�.;.,,�- "'•--••_ I maw�.. --• j.� �'�-r_ _ _ w "' .-, Parcel pn�el 5?+Sp _ �-� 020nwr 711201 i oeo1T211fDu �... _ SPEED �`J �... - b - LIMIT - aa'aa i :a N - 1.5ti as ant 30 .... r` -•-._.. r W (,)9801 Vam.r Awns. . _ 7 ,� Parcel 4 020127112011 ti /,•--_.---�� ... �tenewn•..% /`, ..••.�... / / t e/ . / / / 80 f ; 27029 �� / / J - - Print Date: November 19, 2021 c ----D= � Sheet Revisions SIGNAGE AND STRIPING STA 48+00 TO STA 56+00 Project No./Code 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 File Name: WCR 21-SIGNAGE.DWG Dote: Comments In t. Project NumberXXX i n • No Rev s o s. Horiz. Scale: 1" 20' Vert. Scale: As Noted nc Unit Information English Revised: Designer: J. Egger Structure Coce XXX 0 Retailer: R. Bunner Numbers Sheet Number 32 Void: Sheet Subset: Subset Sheets: ( ) 4820998 Pages: 51 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III PO:MANI IVAN', PIC 11111 2592 Casty And In Rani I ofottoo3 / / / / J / / / / ets r S % / / STOP SIGN (R1-1) w/ STREET WANES DWI ranwr Maur Pen* / On/tf/IYOr. O0 55.50 Print Date: Novemoer 19, 2021 File Name: WCR 21-SIGNAGE.DWG Horiz. Scale: 1" = 20' Vert. Scale: As Noted Unit Information English C D Date: Sheet Revisions Comments 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 No Rev;sions: Revised: 20' 0 20' 40' 60' lt t• I I� SCALE: 1" =20' KEYMAP NTS 1 LEGEND: (True scale Tot 77+:14 'Heel r,c) EXISTING EDGE OF ASPHALT PROPOSED EDGE OF ASr',•A EXISTING RIGHT Or PROPOSED SIGN !LORI I'0: S WA [1 STRIPING AND SIGNAGE LEGEND. OA' DOUBLE YELLOW (2)4. SATE EDGE NOTES: ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET or THESE PLANS. AS WELL AS THE TRATR IC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE 2 ALL S'CNAGE SHALL BE PER THE LATEST WuTCD_ (REF LCUASS SECTION 22 6 2) STANDARDS 3 ALL STRIPING SHALL RECE&E TWO COATS Or LATEX WATERBORNE PAINT WITH GLASS BEADS 4 ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION 01 STRIPING OR MARKINGS �. 0 RECfr SIGNAGE AND STRIPING STA 56+00 TO END Project No./Code Project Nurrit:I:,I XXX Designer: J. Egger Void: Retailer: R. Runner p:ructure Numbers Coce XXX Sheet Subset: Subset Sheets: Sheet Damper 33 4820998 Pagss: 92 of 89 04/22/2022 10:68 AM R Fee:$0.00 Carly Kopp's, Clerk and Reoorder, Weld County , CO 11111 INFJ111:11il I Mt P.M 1111 11+00 5680 56]6 6680 -20 20 567200 20 20 0.. film, 56]6 5680 5664 5878,0 5660 587640 5660 0056]2 56]0 ao 13+00 5664 5680 0`6]6 5676 4056]2 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: NOTE: 1. 0UE TO RIGHT-OFN/AY WIDTH CONSTRAINTS ON THE PROJECT 61TE. SOME OF THE PROPOSED BACK SLOPES DO NOT MEET WELD COUNTY TYPICAL SECTK)N SPECIFIATIONS THE CONTflACTOR SHALL GRADE THE BACK SLOPE AS CLOSE TO 3:1 AS POSSIBLE IN ALL 0.EAS WHERE RIGHT-OF-WAY ALLOWS. Print Date: Novemoer 19, 2021 File Name: WCR 21 -CROSS SECTI0NS.DWG Horiz. Scale: 1.. = 10' Unit Information s Noted English Sheet Revisions Dote: In 1150 0 Street Greeley. CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 10+50 TO 13+00 Project No./Code Project Number XXX Code D. Egger void: Structure _ Numbers Sheet Subset: Subset Sheets: sheet NJmDer 34 4820998 Pages: 53 of 69 • 04/22/2022 10:50 AM R Fee:$0,00 Carly Kopp., Clerk Ill rd1 rI�L �'l i nW K DOW t�i�+I�R �d Recorder, Weld t rl �l ®Ili 5664 55]600 5664 -20 Fl: ban �q 20 Sheet Revisions Sfi84 5684 43`6]6 5664 5680 567640 5664 17 scazts 5680 5680 5664 5684 20 20 15+00 5664 5684 • 6660 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: NOTE: 1. DUE TO RIGHTOF-WAY WIDTH CONSTRAINTS ON THE PROJECT SITE, SOME OF THE PROPOSED BACK SLOPES DO NOT MEET' COUNTY TYPICAL SECTION SPECIFICATIONS. THE CONTRACTOR SHALL CRAOE THE SACK SLOPE A6 CLOSE TO 6:t AS POSSI6A IN AlL AREAS WHERE RIGHT-OF-WAV ALL Print Date: November 19, 2021 File Name: KR 21 -CROSS SECTI0NS.DWG Nona. Scale: 1" = 10' Vert, Scale: An Noted Unit Information English 1150 0 Street Greeley, CO 80831 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 13+50 TO 16+00 Project No./Code Project Number XXX Code D. Egger Void: Defailer. Sheet Subset: R. Bunner ,Structure _ Numbers _ Subset Sheets: Sheet Number 35 4820998 Pages: 54 of 69 04/22/2022 10:50 AM R Fee:$0.00 Carly Kopp' , Clerk and Recorder, Weld County , CO 1 VIII 1I��1IT \i'lhi�l MVO 14 I �rP �ii� All 1111 II 17+50 5668 PaoP�o eocE or ow 566 sax, 566040 [n. 20 WNW r 0 20 a 9`666 a�vn s. u�os[o wM[ 5666 568040 5660 567640 60 19+00 18+50 Sheet Revisions 5684 5688 5686 WELD COUNTY.ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: OT OUETO RIGHT-OF-WAV WIDTH CONSTRAINT6 N THE PROJECT SITE SOME OF THE PROPOSED BACK SLOPES 00 NOT MEET WELD CODNTV TYPICAL SECTION 6PECIFICATION6: THE CONTRACTOR SHALL GRADE THE BACKSLOPE AS CLOSE TO 3:1 AS POSSIBLE IN ALL AREAS WHERE RIGHT-0E-WAV ALLOW6. Print Date: November 19, 2021 File Name: WCR 2? —CROSS SECTI0NS.DW0 Horiz. Scale: 1" _. ?0' Unit Information Vert. Scale: As Noted English Dote: 7750 0 Street Greeley, CO 80637 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 16+50 TO 19+00 Project No./Code Project Nu tuber XXX Code. Designer. D. Egger. Structure _ Numbers Sheet Subset: Subset Sheets: Sheet Number 36 -- - -- 4820998 Pages: 86 of 69 0CCarly2Koppes ,1Cler8k anid Recorder,,OWed County , CO ,III reift, NA !IA ht:Mrligf14 w 14 Milli 5688 5684 5,0 -20 5666 5688 5684 4,5660 568 Sheet Revisions -20 20 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: OFo6fi,a°°,.°° ,,, as°,r°FFIr. ° NOTE: 1. 0VETO RIGHT-0FWAY WI0TH CONSTRAINTS ON THE PROJECT6RE,SOME OF THE PROPOSED BACK ELOPES 0O NOT MEET WELD COUNTY TYPICAL SECTION SPECIFICATIONS. THE CONTRACTOR SHALLGRADE THE BACK SLOPE AS CLOSE TO 5:1 AS POSSIBLE IN ALL AREAS WHERE RIOHT-0E-WAY ALLON5. Print Dale: November 19, 2021 File Name: WCR 21 -CROSS SECTI0NS.DWG Horiz. Scale: 1'. = 10' Unit Information Vert. Sc.. A5 Noted. English Date: nit. T150 0 Street Greeley, CO SD631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 19+50 TO 22+00 Project No./Code Project Number XXX Code Designer: D. Egger Structure _ Numbers XXX Sheet Subset: Subset Sheets: Sheet Number 37 25+00 4820998 Pages: 56 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII ligrPO I I'ili h Bill 6592 23+00 24+50 5692. 22+50 5692 5692 Sfi92 5666 5.92 Sheet Revisions 5692 5692 5692 5666 5692 5666 Sfi92 5666 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: Oa«,smcc,�o„ axo a6orec, �6 >�,cE. c NOTE: DUE TO RIGHT-DF-WAY (MOTH CONSTRAINTS ON THE PROJECT 6ITE, SOME OF THE PROP06E0 SACK SLOPES DO NOT MEET WELD COUNTY TYPICAL SECTIDN SPECIFICATIONS. THE CONTRACTOR SMALL GRADE THE BACK SLOPE A9 CLOSE TO 3:1 AS POSSIBLE IN ALL AREAS WHERE RIGHT•OF-WAY ALLOWS. Print Date: November 19, 2021 File Name: WCR 21 -CROSS SECTI0NS.DWG Vert. Seale: As Noted Unit Information English 1150 0 Street reeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 22+50 TO 25+00 Project No./Code Project Numer XbXX Code Designer: Detailer: Sheet Subset: D. Egger Void: R. Banner Structure Numbers XXX Subset Sheets: Sheet Number 38 4820998 Pagss: 57 of 69 04/22/2022 10:88 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO VIII INANE! kill II �In [¢vnnouS°iw ¢EvnlNxs, rn 5892 5O88 20 25+50 20 ssez 569fi 27+50 5692 Sfi96 Sheet Revisions 569fi 5692 5686 5696 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: NOTE: 1. OIIE TO RIGHT-OF-WAY WIDTH CONSTRAINT ON THE PROJECT SITE, SOME OF THE PROPOSED BACKSLOPESl NOTMEETWELD;„R7 TYPICAL SECTION SPECIFICATIONS. THE CONTRACTOR SHALLGRAOE THE BACK &LOPE AS CLOSE TO 3:t AS POSSIBLE IN ALL AREAS WHERE RIGHTOF-WAY ALLOWS. Print Date: November., 2021 File Name: WCR 21 -CROSS SECTI0NS0WG Hada. Scale: 1" = 10' Vert. Scale: As Noted Unit Information English Date: ni 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 25+50 TO 28+00 Project No./Code Project Number XXX Code Revised: D. Egger Void: Detwiler: R. Bonner Sheet Subset: $iructure _ Numbers XXX Subset. Sheets: sheet Number 39 4820998 Pages: 58 of 69 04/22/2022 10:58 AM R Fee:$0,00 Carly Koppel, Clerk and Reoorder, Weld County , CO NIA II 5656 5,0 29+50' 28+50 569fi 5696 569fi 5696 Sfi -20 5696 5692 WELD COUNTY ROAD 21 CROSS SECTION SCAtE . I - IV IIasZCNiAL t - ] VER1iCK CONSTRUCTION UTILITY TAG NOTES: NOTE: 1. DUE TO RIGHT -0F -WAY WIDTH CONSTRAINTS ON THE PROJECT SITE, SOME OF THE PROPOSED BACK 6LOPE5 DD NOT MEET WELD COUNTY TYPICAL SECTION SPECIFICATIONS. THE CONTRACTOR SHALL GRADE THE BACK SLOPE AS 4tl56BB CLOSET03:1 AS POSSIBLE IN ALLARFAS WHERE RIGHT-0E-WAV ALLOWS. 5556 5692 Print Date: November 19, 2021 File Name: WCR 21 —CROSS SECTI0NS.DWG Horiz. Scale: 1" = 10' Unit Information Vert. Scale: As Noted English Sheet Revisions Dote: n. 1150 0 Street 0reeley,.00 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 28+50 TO 31+00 Project No./Code Project Number XXX Code XXX D. Egger Void: R. Bunner Sheet Subset:. Structure _ Numbers _ Subset Sheets: Sheet Number 40 4820998 Pages: 59 of 89 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO v NWTMLAM rIMM I, NIA MCI ®1111 32+00 5700 31+50 33+00 5655 swu[ oht -20 20 ,5700 5686 5700 5566 5700 Sheet Revisions Gvv�w?xxo WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: NOTE: DUETO flIGHT-OF-WAY WIDTH CONSTRAINTSON THE PROJECT SITE, SOME OF THE PROPOSED BACK SLOPES 00 NOT MEET WELD COUNTY TYPICAL SECTION SPECIFICATIONS. THE CONTRACTOR 6HALL GRADE THE BACK SLOPE AS CLOSE TO 3:1 AB POSSIBLE IN ALL AREAS WHERE RIGHT-0E-WAYALLON5. Print Date: November 19, 2021 File Name: WCR 21 -CROSS SECTIONS. . Horiz. Scale: 1" = 10' Unit Information Vert. Scale: As Noted English Date: it. 1150 0 Street Greeley,. GO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 31+50 TO 34+00 Project No./Code Project Number XXX Code Designer: D. Egger Void: Sheet Subset: $trrzl _ Numbers _ Subset Sheets: XXX Sheet Number 41 4820998 Pages: 60 of 69 04/22/2022 10:58 AM R Fee:$0,00 Carly Koppes, Clerk and Recorder, Weld County , CO VIII PAMWM' "III 35+00 5700 5700 5704 4`682 568640 -2D -20 37+00 20 Sheet Revisions 5704 5700 5700 550 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: NOTE: 7411IOVE TO RIGHT-OF-WAY WIDTH CON6TAINT60N THE PROJECT 61TE, SOME OF THE PROPOSED OPE5 DO NOTMEET WELD COUNTY TYPICAL SECTION SPECIFICATIONS. THE CONTRACTOR SHALL GRADE THE SACN SLOPE AS CL06E TO 3:1 AS POSSIBLE IN ALL AREAS WHERE RIGHT-OF-WAV ALLOW6. tf'5.1ZNltl.fr: Print Date: November 19, 2021 File Name: WCR 21 —CROSS SECTIONS.DWG Ruiz. Scale: 1.' = 10' Vert. Scale: As Noted Unit Information English Dote: In 1150 0 Street Greeley, CO 80831 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 34+50 TO 37+00 Project No./Code D. Egger Void: Sheet Subset: ,structure _ Numbers _ Subset Sheets: Code Sheet Number_ 42 4820998 Pages: 61 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clark and Recorder, Weld County , CO VIII PiMIOII riiir k'yiFd'J I M NZ Midi, II III 5704 5700 5704 37+50 5]04 rzo ucv.mrswo. of 6 `er"rvn`T,a.°s rn zo �M6H; -I£9A e,n swa9, 5,5 38+50 38+00 Es: EL- [a�ga�sssa�z� Sheet Revisions 5704 5704 5700 5700 5,5 W. W. W. 57 4, 5680 W. 5]04 W. 57 39+00 20 20 5704 5700 5]04 5700 465696 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: O�oN:�ccna..H° Pw°recT ,. P.,cc ° NOTE: 1. 0VETO RIGHT-OF-WqY WIDTH CONSTRAINTS ON THE PROJECT SITE, SOME OF THE PROPOSED Br1CK SLOPES 00 NOT MEET WELD COUNTY TYPICAL SECTION SPECIFlCATIONS. THE CONTRACTOR SHALL GRAOETHE BACKSLOPE AS CLOSE TO 3:1 A6 POSSIBLE IN ALL AREAS WHERE RIGHT-0E-WAYALLOWS. Print Date: November 19, 2021 File Name: WCR 21 —CROSS SECTI0NS.0WG Horiz. Scale: 1.' = 10' Vert. Stole: As Noted Unit Information English Dote: In 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 37+50 TO 40+00 Designer: D. Egger Belcher. Sheet Subset, Void: trutt I _ Numbers _ Subset Sheets: Project No./Code Project Number XXX Code sheet Number 43 4820998 Pages: 62 of 69 04/22/2022 10:58 AM R Fee:$0,00 Carly Koppes, Clerk and Recorder, Weld County , CO Pidridll11!PkININ E HMV% DUN N Wish "III 41+50 5704 5700 20 wxo—/ �I �PA0 20 569640 41+00 5704 5760 569640 Sheet Revisions 5704 695 5704 5700 4655 5704 s7a0 569640 5704 5700 569640 -20 5/04 5700 405696 5704 5700 4,996 WELD COUNTY ROAD 21 CF2i SECTION scut . , - .a xeazax�u _ � wenuc CONSTRUCTION UTILITY TAG NOTES: (DEF ucnax ,I PRoEARF° NOTE: 1. OUETO RIGHT-OF-WAY WIDTH CONSTRAINTS ON THE PROJECT SITE, 60ME OF THE PROPO&EO BACK SLOPES DO NOT MEET WELD COUNTY TYPICAL SECTION SPECIFICATIONS. THE CONTRACTOR SHALL GRADE THE BACK SLOPE AS CLOSE TO 3:1 AS POSSIBLE IN ALL AREAS WHERE RIGHT-0E-WAV ALLOWS. Print Date: November 19, 2021 File Name: WCR 21 -CROSS SECTIONS.DWG lioriz. Scale: 1 = 10' Unit Information Vert. Scale: As Noted English Date: In 11" 0 Street Greeley, CO 6063'1 Phone: (970) 400-.4000 WELD COUNTY ROAD 21 XSECTIONS STA 40+50 TO 43+00 Project No./Code D. Egger Void: Sheet Subset: $tructurel _ Numbersl _ Subset Sheets: Code Sheet Number 44 4820998 Pages: 63 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO till 5708 5704 570000 44+00 5704 gra 20 57N V. 5/04 5704 n_. 5700 570040 5104 UN 46+00 5708 5708 5704 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: Oio°sm°rn°x°° ano,c°, w a,a°r. ° NOTE: 1. OUE TO RIGHT -0F -WAY WIDTH CONSTRAINTS ON THE PROJECT SITE, SOME OF THE PROPOSED BACK SLOPES DO NOT MEET WELD COUNTY TYPICAL SECTION SPECIFICATIONSBA. THE CONTRACTOR SHALLGRADE THE CKSLOPEAS CLOSE TO 3:1 AS POSSIBLE IN ALL AREAS WHERE IGHT-0E-WAV ALLON5. Print Date: November 19, 2021 File Name: WCR 21 -CROSS SECTI0NS.DWG Horiz. Scale: 1.' = 10' Unit Information English Sheet Revisions 1150 0 Street reeley, CO 80631 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 43+50 TO 46+00 Project No./Code Project Number XXX Code XXX Revised: Designer: D. Egger Detoiler. Sheet Subset: Void: ,Structure) _ Numbers Subset Sheets: Sheet Number 45 4820998 Pages: 64 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO rEhyv1 k l'Aigklik II 11l 47+50 5705 -20 20 5705 5704 5706 5704' 4`700 570040 5705 04 Sheet Revisions 5706 S70ge s oaaa 57, 5706 o:Kl'sms.as 5704' 570 20 5704 5705 5704 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: OE" o NOTE: 1. DUETO RIGHT-OF-WAY WIDTH CONSTRAINTS ON THE PROJECT SITE, SOME OF THE PROPOSED BACK SLOPES 0O NOT MEET WELD COUNTY TYPICAL SECTION SPECIFICATIONS. THE CONTRACTOR SHALLGRADETHE BACKSLOPE AS CLOSE TO 3:1 AS P05510LE IN ALL AREAS WHERE RIGHT•OF-WAYALLOWS. Print Date: November 19, 2021 File Name: WCR 21 —CROSS SECTI0NS.DWG Florin. Scale: 1" = 10' Unit Information Vert. Scole: As Noted English Date: In 1150 0 Street Greeley, CO 60631 Phone: (970) 400-4000 WELD COUNTY ROAD XSECTIONS STA 46+50 TO 49+00 Project No./Code Project Number xxx Code D. Egger Void: Retailer: Sheet Subset: rSuuc[ure _ Numbers _ Subset Sheets: Xxx Sheet Number 46 4820998 Pass.: 66 of 69 04/22/2022 10:58 AM R Fee:$A.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 FAT 544. tiiik!1h:11111 5712 57040 5712 5788 49+50 5708��pp no-. sx:0 5,40 Sheet Revisions W. 5712 5712 5712 5712 5712 5708 WELD COUNTY ROAD 21 CROSS SECTION xwerzourn[ r x vErzncn[ CONSTRUCTION UTILITY TAG NOTES: NOTE: 1. OUE TO RIGHT-OF-WAV WIDTH CONSTRAINTS ON THE PROJECT SITE, SOME OF THE PROPO6E8 BACK ELOPES 00 NOT MEET WELD COUNTY TYPICAL SECTION SPECIFICATIONS. THE CONTRACTOR SHALL GRADE THE SACK SLOPE AS CLOSE TO 3:1 AS POSSIBLE IN ALL AREAS WHERE RIGHTAF-WAV ALLOWS. Print Date: November 19, 2021 File Name: KR 21 -CROSS SECTI0NS.DWG Horiz. Scale: 1° = 10' Vert. Scale: As Noted Unit Information English Dote: 1150 0 Street Greeley, CO S0531 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS STA 49+50 TO 52+00 Project No./Code Project Number XXX Code Designer: DetGner: Sheet Subset: D. Egger Void: Structure) _ Numbers XXX Subset Sheets: Sheet Number 47 4820998 Pages: 66 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 11111VdtrnkeiNdlidirtrilsiliiriatT,PVI,H4lik 11111 5712 5708 5]12 5712 s71z s7tz 405]04 Sheet Revisions n12 5712 5712 5]08 WELD COUNTY ROAD 21 CROSS SECTION CONSTRUCTION UTILITY TAG NOTES: NOTE: pUE TO RIGHT -O -WAY WIpTH CONSTRAINTS ON THEiliECTSRE. SOMEOFTHE PROPOSED HACK SLOPES 00 NOT MEET WELD COUNTY TYPICAL SECTION S LTrAigATIONS. THE CONTRACTOR SHALL GRppE THE SgCK SLOPE AS CLOSE TO 3:1 AS POSSIBLE IN ALL AREAS WHERE RIGHT-OFWAV LLOWS. Print Date: November 19, 2021 File Name: WCR 21 -CROSS SECTI0NS.DWG Horiz. Scale: V' = 10' Vert. Scale: As Noted Unit Information English 1150 0 Street Greeley, CO 80631 Phone: (970) 400-4000 Void: WELD COUNTY ROAD 21 XSECTIONS 52+50 TO 55+00 Designer: D. Egger tructur 0etpiler: R. Bunner Numbersl Sheet Subset: Subset Sheets: Project No./Code Code Sheet Number 48 4820998 Pages: 67 of 69 04/22/2022 10:50 AM R Fee:S0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 VAahVOI Na AhiJrwi41410 l r5Ilk 1111 20 wuo�F� �rrero zo 0[vnTWk M 0.[v�➢Wk�m 5708. 20 5705 04 Eta ge 5712 5708 40 704 5712 5712 485704 570-00 COUNTY ROAD 21 ROSS SECTION CONSTRUCTION UTILITY TAG NOTES: NOTE: DUE TO RIGHT-0FWAY WIOTHCONSTRAINTSON THE PRO.IEOT SITE, 60ME OF THE PROPOSED BACK SLOPES 00 NOT MEET WELD COUNTY TYPICAL SECTION SPECIFICgTIONB.THE CONTRACTOR SHALL GRADE THE BgCK SLOPE AS CLOSE TO 3:1 AS POSSIBLE IN ALL AREAS WHERE RIGHT -0F -WAY ALLOWS. 5712 Print Date; November 19, 2021 File Name: WCR 21 —CROSS SECTIONED,. Horiz. Scale: 1" = 10' Unit Information Vert. Scale: As Noted English Sheet Revisions 1150 0 Street Greeley, CO 534 Phone: (970) 400-4000 WELD COUNTY ROAD 21 XSECTIONS 5+50 TO 57+00 Project No./Code Project Number XXX Code Designer: D. Egger Void: Sheet Subset: structure _ Numbers _ Subset Sheets: XXX Sheet Number 49 4820998 Pages:'68 of 69 04/22/2022 10:58 AM A Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO in%i h 11 II A' EIGSTNG PSPRflL? PAVEMENT SECTION INITIAL 10-YR DESIGN PAVEMENT SECTION -SECOND 10,R DESIGN NOT A.MIN...EOF. COMPACTED TO, OF T16p. d AT THE IO-VR MARK FOLLOWING INITIAL CONSTRUCTION, ASPHALT IS TO BE INSPECTED. THE SECOND toXR DESIGN CON616TS OF A � 5" Mlu FOLLOWED 6v A 3"TOP MAT OVERLAY. PAVEMENT SECTION NOTE- • NITIAL. LIFT SHALL NOT EXCEED 2 FEET IN L'EPTH. GRANULAR BEDOINC MATERIAL. SHALL BF. A MINIMUM % 6- con RELOW BdTTIJMOF PIPE ANU A MINIMUM DF 12 -INCHES ABDVETOP bFPIPE. BEDDING REQUIREMENTS 6" MIN. THICKNESS COOT GGREGATE SAW CUT ASPHAI T OR "T —JOINT" CETAII ror FlIe.IM tMnYon WELD COUNTY SAW CUT ASPHALT OR "T-JOWT" DETAIL 6 MINIMUM HMA THICKNESS ACS DESIG.NATEG N DRAWINGS SEALEGGEe TYP OPENING.iO SE STRAIGHTANOTEL'Or , CH LTG SLOE OF FOR TRENCHES 5' GF OEEPER.THE OSEiwcH sHAu CONFORM WITH COMPACTeCSgCKFlLL LAS61. egcKFlLLI WELD COUNIV ELOWFILL FnNowT OR Pueuc unuTr aLm wsTAUEO ANoagcrcFlUEo PER REQUIREMENTS ' NOTES 1 PRIOR TOTN6TALLATIGry GF PATCH, ALL EDGEb.OF EXISTING A6PHALTSHALL A GAT APPLIED. REFERENCE STANDARD STREET SPECIFICATIONS; O.SION, SPECIFICATIONS. PAVEMENT PATCH DETAIL SAW CUT ASPHALT OR "T -JOINT" DETAIL Print Date: November 19, 2021 File Name: WCR 21-DETAILS.DWG Nor, Scale: As Noted Unit Information English Sheet Revisions O _ nso o street Greeley, CO 80631 Phone: -(970) 400-4000 WELD COUNTY ROAD 21 DETAILS Project No./Code Project Number xXx Code Designer: D, Egger Void: Sheet Subset: structure _ Numbers _ Subset Sheets: Sheet Number 50 4820998 Pages: 69 of 69 04/22/2022 10:58 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO III r1•iiw M ih i ii Contract Form New Contract Request Entity Information Entity Name* CONNELL RESOURCES, INC Entity ID* x'00004953 ❑ New Entity? Contract Name* Contract ID IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT 5709 LAZY TWO RANCH LLC AND DUANE AND LYNN ROSS C'O CONNELL RESOURCES, INC: USR19-0063 Contract Lead* Contract Status CTB REVIEW JTRUJILLOMARTINEZ Contract Lead Email jtrujil Iomartinezweldgov.c om Parent Contract ID Requires Board Approval YES Department Project # Contract Description* IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT LAZY TWO RANCH LLC AND DUANE AND LYNN ROSS C O CONNELL RESOURCES. INC USR19-0063 $474,801.50 REQUIRED IN COLLATERAL PROVIDED IN THR FORM OF PERFORMANCE BOND NO. 107519500 ISSUED BY TRAVELERS Contract Description 2 Contract Type* AGREEMENT Amount* $474,801.50 Renewable* NO Automatic Renewal Grant IGA Department PLANNING Department Email CM -Planning veldgov.com Department Head Email CM-Planning- DeptHead•weldgov.com County Attorney GENERAL COUNTY ATTORNEY EMAIL County Attorney Email CM- COU NTYATTO RN EY WELDG OV.COM Requested BOCC Agenda Date* 04'06 2022 Due Date 0402 2022 Will a work session with BOCC be required?* NO Does Contract require Purchasing Dept_ to be included? NO If this is a renewal enter previous Contract ID If this is part of a MSA enter MSA Contract ID Note: the Previous Contract Number and Master Services Agreement Number should he left blank if those contracts are riot in OnEase Contract Dates Effective Date Review Date* 04,06:2023 Renewal Date Termination Notice Period Contact Information Contact Info Contact Name Purchasing Committed Delivery Date Expiration Date* 04`06;2024 Contact Type Contact Email Contact Phone 1 Contact Phone 2 Purchasing Approver Purchasing Approved Date Approval Process Department Head TOM PARK0 JR. DH Approved Date 03;30.2022 Final Approval BOCC Approved BOCC Signed Date BOCC Agenda Date 04 11 t 2022 Originator JTRUJILL0MARTINEZ Finance Approver CHRIS D'OVIDIO Legal Counsel KARIN MCDOUGAL Finance Approved Date Legal Counsel Approved Date 03!31;2022 03:31 2022 Tyler Ref # AG 041122 Hello