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Home My WebLink About20163798.tiffRESOLUTION RE: APPROVE ROAD CONSTRUCTION AGREEMENT FOR GILMORE DITCH CROSSING AND AUTHORIZE CHAIR TO SIGN - FARMERS RESERVOIR AND IRRIGATION COMPANY 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, the Board has been presented with a Road Construction Agreement for Gilmore Ditch Crossing between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and Farmers Reservoir and Irrigation Company, commencing upon the full execution of signatures and ending with terms and conditions being as stated in said agreement, and WHEREAS, after review, the Board deems it advisable to approve said agreement, a copy of which is attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Road Construction Agreement for Gilmore Ditch Crossing between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and Farmers Reservoir and Irrigation Company be and hereby is, approved. 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 19th day of December, A.D., 2016. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: ditif.44) JC:,i+:i, Weld County Clerk to the Board BY: APP o my Attorney Date of signature: Q►105 / l 7 cc : Pw C Fc / C K), Ca C Sco++ € Farmersit5 .corn off( (f'7 Mike Freeman, Chair Sean P. Conway, Pro-Tem 1 D- rbara Kirkmeye Steve Moreno 2016-3798 EG0073 Com et /v -#9yy MEMORANDUM TO: Esther Gesick, Clerk to the Board DATE: December 15, 2016 FROM: Clay Kimmi, P.E., Public Works SUBJECT: FRICO Crossing Agreements for CR 49 Project The attached agreements need to be placed on the BOCC Agenda for a 9 am hearing at the earliest possible convenience. These agreements are between the Farmers Reservoir and Irrigation Company (FRICO) and Weld County for three ditch crossings. The crossings are the East Neres South crossing between CR 34 and CR 34.5, the East Neres North crossing at CR 50, and the Gilmore Ditch crossing at CR 52. These agreements have been reviewed by the County Attorney's Office for consistency with other FRICO agreements. The agreements are necessary so the County's contractor, INC, can get started on the three crossings. The crossings have to be completed this winter in order to complete the CR 49 Project on schedule. It is anticipated that all three crossings will be complete by the end of February 2017. I will plan on attending the BOCC hearing to answer any questions that the Board may have regarding this agreement. Once the agreements have been signed, please send one of them back to me so I can provide copies to FRICO. 2016-3798 Page I of I MA -Active Projects \ Strategic Con'idorAW CR 49 Cmndo AIn'igationAFRICO agreementAFRICO Cover Memo to CTB I2 -I5-2016 docx #3538 Gilmore Ditch #2 2016-73 Recorded by and return to: Bob Choate, Esq. Assistant Weld County Attorney 1150 "O" Street; P.O. Box 758 Greeley, Colorado 80632 ROAD CONSTRUCTION AGREEMENT FARMERS RESERVOIR AND IRRIGATION COMPANY AND WELD COUNTY COLORADO - GILMORE DITCH CROSSING THIS AGREEMENT is made thisj9ayof ,2016, and between Farmers by Reservoir and Irrigation Company, whose address is 80 South 27th Avenue, Brighton, CO 80601, hereinafter referred to as "Company," and the County of Weld, a body corporate and politic of the State of Colorado, by and through its Board of County Commissioners, whose address is 1150 "O" Street, Greeley, Colorado 80631 hereinafter referred to as "County." WITNESSETH: WHEREAS, County finds it necessary to rebuild/construct/improve Weld County Road 49, ("WCR 49"), which will involve said road's realignment/construction ("Project"), and WHEREAS, Company is the owner of those certain rights -of -way known as the Gilmore Ditch, and the East Neres Canal, as well as canal improvements and appurtenances located therein (collectively, the "Canals"), and WHEREAS, the Project will affect three Canal crossings, which are all owned by Company: (1) the Gilmore Ditch Crossing, (2) the East Neres Canal Crossing between WCR 34 and WCR 36, and (3) the East Neres Canal Crossing between WCR 50 and WCR 52 (collectively referred to as the "Crossings"), and WHEREAS, the Project crosses the Canals at the Crossings, and WHEREAS, County and Company recognize that County has a statutory obligation to maintain its roads and bridges to protect the safety of the travelling public and that Company also has legal obligations to maintain the Canals and to deliver water to its shareholder/members, and WHEREAS, County and Company have worked together in a cooperative manner with respect to the design of the Project in order to accommodate the interests of each Party, and County has complied with Company's design criteria and has considered Company's design -related requests and suggestions, and WHEREAS, County has designed the Crossings to accommodate the peak Canal capacity of each Crossing, respectively, with such design reflected in the construction and design drawings, and 4264917 Pages: 1 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO • �till of 11 Ao/6--37916) °l7" #3538 Gilmore Ditch #2 2016-73 WHEREAS, the project location map and the construction and design drawings for the Gilmore Ditch Crossing are attached hereto as Exhibit A ("Plans"), and WHEREAS, each party desires to cooperate in a manner that permits each to meet its obligations. NOW, THEREFORE, in consideration of the promises and covenants expressed herein, the Parties mutually agree as follows: I. COMPANY'S RIGHTS AND RESPONSIBILITIES: 1. Construction and Design Drawings: Company has reviewed the construction and design drawings and hereby authorizes County to build the Project according to the Plans. County agrees that Company has no responsibility for the design or construction of the Project, and that Company's design review of the Project and acceptance of the Plans shall not serve to: (1) create any joint venture between Company and County; (2) create any liability for Company with respect to the design or construction of the Project; or (3) waive any future claims or causes of action by Company against the County with respect to the design or construction of the Project. If for any reason the County changes the design of the Project from the Plans, then County shall notify Company of the need for design changes and provide Company with revised drawings, plans and/or specifications ("Changed Plans") for review and approval according to Company's applicable design standards. Company's failure to approve, approve with conditions, or reject the Changed Plans within ten (10) business days shall constitute approval of the Changed Plans. Upon approval by Company, the revised drawings, plans and/or specifications shall be attached hereto and made a part hereof. 2. Construction of Project: Company hereby grants permission to County to construct the Project in accordance with the Plans and thereafter maintain the Project, within the area occupied by the Crossings, as described and illustrated in the construction and design drawings reflected in the Plans. 3. Grant of Right of Ingress & Egress: Company hereby grants to County the right of ingress and egress to and from the Project and across the Crossings, as necessary and reasonable for the exercise of the purposes of this Agreement. County's right of ingress and egress shall not impede the flow of water, nor shall it impede any of Company's rights related to the Canals. This right of ingress and egress does not include a right of access to the Canals' surface water, nor shall it create a right of public access to the Crossings at any time except upon the surface of WCR 49 or associated sidewalks. 4. Company's Field Inspections: For each Crossing, Company shall conduct field inspections at the initial stage of construction and within three (3) business days of County's notification to Company that construction has been substantially completed. In addition, in Company's discretion, field inspections may be conducted during the construction of the Project. Company shall 4264917 Pages : 2 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO rid121111'N�1��h hill III III !ofl1 co) #3538 Gilmore Ditch #2 2016-73 notify County in writing of all necessary corrective work it deems necessary within three (3) business days of such field inspections. Such corrective work shall be completed promptly at the sole expense of County. Failure of Company to notify County of the need for corrective work within three (3) business days of Company's inspection, shall be deemed to constitute Company's acceptance and approval of the construction of the Project through the date of that inspection. 5. Company's Present and Future Rights to Maintain Crossings: Company has, and shall continue to have full power to operate, maintain, alter, enlarge, relocate, clean, repair, and manage the Canals as if this Agreement had not been made, except that County approval shall be required for activities that require modification of the Project. Company may use and cross the Crossings with vehicles and equipment, on the surface of the road or within the Canal, without liability to the County. County will ensure that the Project is designed, maintained, and operated in a manner that does not obstruct, prevent, or restrict the perpendicular crossing of the road by Company at the accesses depicted on Exhibit A. It is specifically agreed that normal and extraordinary maintenance and repair activities, including but not limited to the operation and movement of machinery for such purposes upon the Crossings rights -of -way and within the Crossings themselves, shall not constitute negligence. If a planned maintenance, alteration, enlargement, relocation, cleaning, or repair activity involves a material foreseeable risk of damage to the Project, the Company will work in good faith with the County to implement measures to avoid or minimize such damage. 6. Emergency Repairs: If Company finds it necessary to perform emergency repairs to the Canal, either during County's construction of the Project or at any time in the future, and such activity causes damage to County's bridges, roads, rights -of way and/or the Project, Company shall be without liability for damages to County as the result of the performance of such repairs, except as to such damage caused by Company's negligence. If Company determines that emergency repairs to the Crossings must be made, which repairs are caused by the acts or omissions of County in constructing or maintaining the Project, Company shall notify County of the need for such repairs; if County is able to conduct such repair work, it will so notify Company immediately, and will commence said repairs within a time period agreed to by Company. If County is unable to undertake said repair work within a time period to which Company agrees, and Company expends any sum for said emergency repairs of the Crossings, Company shall notify County of the expenditure, submit documentation of the expense incurred and, subject to the approval and appropriation of funds by the Weld County Board of County Commissioners, County shall reimburse the Company for any reasonable expense. 7. Flow of Water During Construction of Project: In order to protect the safety and property of those involved in the construction of Project, and in order to allow County to take necessary steps to facilitate the uninterrupted free flow of water through the Crossings, Company agrees to notify County Personnel identified pursuant to Section II.4, below, regarding the carriage of water in the Crossings during construction of the Project as provided in the Access and Construction Permit issued by Company for each Crossing. Each Permit includes the number of anticipated hours it takes for water to travel from the headgate to the construction location. II. 4264917 Pages: 3 of 31 12/27/2016 0�i; 6 PM Recoede $0 weld County, CO Carly Koppes,rifil:91 1111 e3 ofli (ty #3538 Gilmore Ditch #2 2016-73 COUNTY'S RIGHTS AND RESPONSIBILITIES 1. County to Provide Notice of Work: No work shall be performed on the Project until Company has approved County's plans and specifications, after such engineering and legal consultation as Company considers necessary. Such approval shall not be unreasonably withheld or delayed. For purposes of approval, each of the four crossings shall be considered independently, and any delay related to any one crossing shall not affect approval related to any other crossing. Prior to commencement of work, County shall also provide Company at least 24 hours' notice of such commencement, and shall provide the information required by Section II.4., below. 2. County's Construction Responsibilities: County agrees to construct the Project, and thereafter maintain it in such a manner as to avoid damage to the Crossings, particularly the embankments and access thereto, and to avoid interference with the flow of water through the Crossings, and to prevent an increased pollutant load to the Crossings from the County rights -of -way. 3. Stormwater Management: County agrees that it will not discharge stormwater into the Canal from the Project or the County's right of way. County will design, construct, utilize and maintain appropriate temporary and permanent best management practices ("BMPs") to control runoff and runoff pollutants (including but not limited to oils, chlorides, and sediment) that are likely to be associated with the construction and ongoing use of the Project. 4. Flow of Water During Construction of Proi ect: County will not interrupt the flow or permit the interruption of the flow of water through Company's Canal. Company has advised County that water may be run through the Canal at any time, and is normally run through the Crossings between March 1 and October 31 of each year. The County shall construct the Project during the 120 day period beginning on the 1St day of November, 2016 and ending at 5:00 p.m. on the 28th day of February, 2017. If construction cannot be completed during the above time window, the County shall have the right to complete construction during the 120 day period beginning on the 1St day of November, 2017 and ending on the 28th day of February, 2018. Upon agreement by the Parties, a bypass structure may be used to complete work under this agreement during other times, under the condition that the flow of water is not impeded. As the parties are aware that water could be transferred through the Crossings for a variety of reasons at any time during the construction period, Company has agreed to provide notice to County as provided in Section I.7., above. County shall remove its equipment from the Crossings bed at the conclusion of each working day, and upon receipt of notice from Company that water is expected to reach the location of the Project, such that the equipment will be cleared from the Canal by the time water reaches the Project location. Upon notice to Company that County will be commencing the Project, County shall provide Company with telephone numbers and email addresses of two people who are designated to receive notices pursuant to this Section. County shall not commence the Project until such information is provided to Company. The County and its contractors ASSUME ALL RISKS of performing construction or maintenance work from within the Canal. IN NO EVENT shall Company be liable to County or any third party, including County' s contractors, for damage to equipment, personnel (including loss of life), or the Project, including but not limited to damages that result from any release of water into the Canal, whether County is notified of such release 4264917 Pages ' 4 of 31 12/27/2016 01:56 PM R Fec ee $O.00 County CO Carly KopPsS , Clerk and Recorder, e VIII WW1 4ofll #3538 Gilmore Ditch #2 2016-73 or not. 5. Repair and Maintenance of Project After Construction: All post -construction repairs, replacements or maintenance of the Project by County that could impact Company's use and operation of the Canal shall, in the absence of an emergency, be undertaken during a period when the Canal is not being used to carry water, and such work shall be completed before that use begins. County agrees to notify Company of the need to repair, replace or maintain the Project, and to provide proposed plans and a processing fee to Company if the proposed work involves modifications to the Project or replacement of the Project as provided in Section I.1., above, and Company agrees to provide County with a flow schedule that will allow County to perform its work when the Canal is not expected to be used to carry water. In the event of an emergency situation caused by an immediate and unforeseen incident causing damage to Project which creates a danger to the travelling public, County agrees to immediately notify Company of the need to conduct such repairs, and to the extent possible, Company agrees to cooperate to allow County to complete said repairs. Company acknowledges WCR 49 is being reconstructed to highway standards and will not be closed to the traveling public, except in extraordinary circumstances. Company and County agree to work together in a timely manner on any necessary maintenance improvements, whether emergency or not, in order to ensure the general health, safety, and welfare of motorists utilizing WCR 49, and the full utilization of the Canal by Company. 6. County's Responsibilities Following Construction and/or Repair, Replacement and Maintenance: Upon County's completion of construction of the Project, and following any subsequent repair, replacement and/or maintenance activity related to the Project, County agrees to clean the relevant Crossing and bank area in order to place it in the same or better condition than it was before the activity began. 7. Payment of Administrative Fee: County has paid an administrative fee to Company in the amount of Five Hundred Dollars ($500.00). County agrees that the fee is reasonable and represents a fair and appropriate payment to Company for the time expended by its officers and/or employees in entering into this Agreement. County will pay Company an additional administrative fee for costs incurred by Company for processing plans (including Changed Plans) or amendments that are submitted after the date of this Agreement, to be determined according to Company's then -current generally applicable fee schedule. 8. Legal/Engineering Expense Reimbursement: County agrees to reimburse Company for all reasonable legal and/or engineering costs incurred by Company for the legal review of this Agreement and for the professional engineering review of the Project's design as set out in the Plans. 9. Insurance: County and Company acknowledge that the County is utilizing contractors to construct the Project, and that the insurance requirements provided in the contractor's proposal, and accepted by the County, are sufficient and acceptable to Company. 10. Standard of Care - No Liens: County and its contractors shall complete all work in a prompt and workmanlike manner, free of all liens and encumbrances against any property for which 4264917 Pages : 5 of 31 12/27/2016 OClar6k an'd Recoeder$,OWe d County, CO Carly Koppes, � � � � I�� ,� V1111 dill wrjp;!i:il14JIk hiJ�I' '�1r4��i 5ofll #3538 Gilmore Ditch #2 2016-73 Company owns a fee or easement interest. 11. As -Built Drawings: County will provide Company with "as -built" drawings of the Project, including its location, not more than 30 days after completion of construction, in an electronic format approved by Company. 12. Canal Damage and Repair: Any damage to the Canals caused by County's construction, maintenance, repair, or removal of the Project, including damage to the Canals' embankments and facilities appurtenant to the Canals, shall be addressed as follows: (1) If Company determines that the acts or omissions of County in constructing or maintaining the Project have caused damage that requires repair, then Company shall notify County of the need for such repairs; (2) If County is able to conduct such repair work, it will so notify Company immediately, and will commence said repairs within a time period agreed to by Company; (3) If County is unable to undertake said repair work within a time period to which Company agrees, and Company expends any sum for said repairs of the Crossing, Company shall notify County of the expenditure, submit documentation of the expense incurred and, subject to the approval and appropriation of funds by the Weld County Board of County Commissioners, County shall reimburse the Company for any reasonable expense. III. MISCELLANEOUS 1. Interpretation of Agreement: Notwithstanding any other provision herein, nothing in this Agreement shall be construed to give Company any authority whatsoever regarding those portions of the Project that are not located on or over any of the Crossings. The Parties intend this Agreement to govern the rights and responsibilities of Parties with respect to each individual Crossing, and therefore right, duty, or notice requirement contained herein should be specific to each crossing, to the extent practicable. 2. 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. 3. Agreement Binding: This writing, together with the exhibits, constitutes the entire Agreement between the parties hereto with respect to the subject matter herein, and shall be binding upon said parties their officers, employees, agents, and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. This Agreement may be assigned by County to another governmental entity who by annexation or other governmental action assumes jurisdiction over the Project, without the written consent of Company. Company agrees to notify County of its intent to assign this Agreement in order that it may take such formal action for ratification as may be required by its Board of County Commissioners. 4. No Third Party Beneficiary: It is expressly understood and agreed that the 4264917 Pages : 6 of 31 12/27/2016 01:56 PM Recoeder$,OWe Weld County, CO Carly Koppes, Clerk «� WA 1111 6 of l l co' #3538 Gilmore Ditch #2 2016-73 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. 5. Fund Availability: County has budgeted the funds required to perform its obligations under the terms of this agreement, and assumes that all expenses it is required to pay will be expended within the current calendar year unless otherwise stated. Financial obligations of the Board of County Commissioners of Weld County payable after the current fiscal year are contingent upon funds for that purpose being appropriated, budgeted and otherwise made available. By execution of this Agreement, County does not warrant that funds will be available to fund this Agreement beyond the current fiscal year. 6. Time of the Essence: Time is of the essence in each and all of the provisions of this Agreement. 7. Severability: If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable, if allowed by law, in lieu of such invalid, illegal, or unenforceable provision, there shall automatically be added as part of this Agreement a provision similar in terms to such illegal, invalid, or unenforceable provision so that the resulting reformed provision is legal, valid, and enforceable. If such reformation is not possible, 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. 8. Choice of Law: 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, except that any rights of Company hereunder shall be vested with respect to ordinances of the County or any municipality that may annex all or part of the Project. 9. Attorneys Fees/Legal Costs: In the event of a dispute between County and Company concerning this Agreement, the parties agree that neither party shall be liable to or responsible for the payment of attorney fees and/or other legal costs incurred by or on behalf of the other party. 10. 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 ("CGIA"), nor does the Company waive any argument that the CGIA does not apply to claims or defenses related to this Agreement or arising out of the construction, existence, use, operation, or failure of the Project. 4264917 Pages : 7 of 31 12/27/2016 01:56 aMd Recoeder$,OWe d County, CO Carly Koppes, ClerkPIAJIMICA POW tingilitall'illt14141114110 1111 7of11 #3538 Gilmore Ditch #2 2016-73 11. Entire Agreement/Modifications. This Agreement supersedes all prior negotiation, representation, and understanding or agreements with respect to the subject matter contained in this Agreement. This Agreement may be changed or supplemented only by a written instrument executed by both parties. 12. Compliance with Laws: The County shall comply with all applicable federal state and local laws, ordinances and rules in connection with the construction and/or maintenance of the Project, and obtain such permits and/or approvals required by applicable governmental entities in connection with the construction and/or maintenance of the Project and shall take such affirmative and/or remedial actions required by such entities. 13. Force Maleure: Neither party to this Agreement shall be liable to the other for delays in performance or a failure to deliver or otherwise to perform any obligation under this Agreement, where such failure is due to any cause beyond its reasonable control, including but not limited to Acts of God, fires, strikes, war, flood, earthquakes or Governmental actions; provided that force majeure shall not excuse interruption or substantial reduction in the flow of water in the Canal during construction, repair, or maintenance activities related to the Project. 14. Notices: Any notice required or permitted hereunder shall be deemed effective: (i) when emailed to the email address(es) provided below; (ii) when transmitted by facsimile to the numbers provided below, except that facsimile transmission after 4:00 PM shall be effective on the following business day; or (iii) two business days after deposited in the United States mail, postage prepaid, certified mail, return receipt requested, and addressed to the party to whom notice is to be given, as follows: Notice to Weld County: Weld County Public Works Attn: Don Dunker, P.E. Email: ddunker@weldgov.com Fax No: 970-304-6497 Office phone: 970-304-6496 ex 3 749 P.O. Box 758 Greeley, CO 80632 Weld County Public Works Attn: Clay Kimmi, P.E. Email: ckimmi@weldgov.com Fax No: 970-304-6497 Office phone: 970-304-6496 ex 3 741 P.O. Box 758 Greeley, CO 80632 4264917 Pages: 8 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III AlP i Ii'� Yid 1111 Weld County Public Works Attn: Cameron Parrott, P.E. Email: cpaffott@weldgov.com Fax No: 970-304-6497 Office phone: 970-304-6496 ex 3 745 P.O. Box 758 Greeley, CO 80632 Pnae8of11 ety #3538 Gilmore Ditch #2 2016-73 Notice to Farmers Reservoir and Irrigation Company: Farmers Reservoir and Irrigation Company Attn: Scott Edgar, Manager Email: Scott@farmersres.com Fax No: 303-659-6077 Office phone: 303-659-7373 80 South 27th Avenue Brighton, CO 80601 With copy to: Fairfield and Woods, P.C. Attn: Joseph B. Dischinger, Esq. Email: jdischingerfwlaw.com Fax No: 303-830-1033 Office phone: 303-894-4404 1801 California Street, Suite 2600 Denver, CO 80202 Farmers Reservoir and Irrigation Company Attn: Molly Lockhart Email: Molly@farmersres.com Fax No: 303-659-6077 Office phone: 303-659-7373 80 South 27th Avenue Brighton, CO 80601 *In the event that County or Company should designate another individual(s) to receive notice, or change the address or facsimile number listed above, the other party shall be notified in writing of the new information. The failure to provide new or corrected information shall release the other party of all responsibility for any losses suffered by the party failing to provide the new information.* 4264917 Pages: 9 of 3100 12/27/2016 01:56 PM R Fee:$0.Weld County CO Carly Koppes, Clerk and Recorder, lit ,1 11 1 � •�� of 11 #3538 Gilmore Ditch #2 2016-73 IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized officials, two duplicate originals of this Agreement, each of which shall be deemed an original, on the date first written above. ATTEST By: co Molly Lockh Assistant Co State of Colorado County of Adams e` 's" " 1 l 6'114; I',', 4z„s§.` , !tenet, •••••••• ze-1); 4:ort4c),"% •St ses".•-•°:% zi al I 018° OO I nems It: of t'itt.: # ‘)% \));;•••••• ............... , .41frq alit‘A-\\\.\ • ary } } } SS. THE FARMERS RESERVOIR AND IRRIGATIO COMPA By: ral Manager The foregoing instrument was acknowledged before me this day of kffefitiattra 2016, by Scott Edgar, as General Manager of the Farmers Reservoir and Irrigation Company, a Colorado mutual ditch company, and Molly Lockhart, as Assistant Corporate Secretary of the Farmers Reservoir and Irrigation Company, a Colorado mutual ditch company. Witness my hand and official seal. My commission expires: Yl-2L1{1 EVE K. CRAVEN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20054049121 MY COMMISSION EXPIRES 12/27/17 4264917 Pages: 10 of 31 12/27/2016 01:8 PM R Fee:$0W8 d County, CO Carly KopPes, Clerk and Recorder, lfl NilA tie Ih1i 11111 Notary Public 11 RE: ROAD CONSTRUCTION AGREEMENT FOR GILMORE DITCH CROSSING - FARMERS RESERVOIR AND IRRIGATION COMPANY ATTEST: dale& W JC/14:,,k. BOARD OF COUNTY COMMISSIONERS Weld Ce u ty, lerk to the Bo. d WELD COUNTY, COLORADO BY: Deputy Cle N. o the Boar Mike Freeman, Chair 4264917 Pages: 11 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III jPi'FiP1 ::it i'1 ML'Jlil',RL1 DEC 19 7016 do/(o_ 3 7 98 6) SEGMENT 3 FRICO ACCESS RELEASED FOR CONSTRUCTION 4264917 Pages: 12 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III Aralnilt,rh0+dNLWlCkYrbNJ,/ WeAlilivi,1111 Project No./Code I O O I O WELD COUNTY ROAD 49 Constructed No Revisions: O EE ✓ e ,fl • E ,.z to m L• C O v m o O 0 v 0 O O 0 M o u 3 o VVO o a"lt 7 O a "� coin w p O ,s m O rs. L=o o c a... o v c Comments 0 t O X000 O N O c0 0 in a. v O a. c a z v a U to U t V Horizontal Scale: N/A .,,•wslmc .,ui�CtnLi: 'RI LS:UZ;U: 91O./t c 'tcl1lzo-ccit i lY\sf11!A'rlJ\ut! ;IJ\Ogc\80 CtJl)M (_.o-c;itl l\ 1 U) U, Li O 0 C 0 Ft I- z w Cal w U) m • ✓ n ORIGINAL CURRENT/REVISED RFC DATE RFC DATE I 13 - ROADWAYS to el O CI O 08/10/2016 '0 0 IN •-� 07/29/20I6 1 w 0 Q.. .y 14 - SIGNING AND PAVEMENT MARKING _ I 15 - STRUCTURES _ 1 MD 0 3 ,a 6' 'o o ooa n /o e to o O I 16 - MAINTENANCE OF TRAFFIC !PHASE 1A TRAFFIC CONTROL PLANS I 05/31/20I6 I 05/31/2016 I 17 - LANDSCAPING I 07/12/2016 08/10/2016 1O IN O d o r+ 07/29/2016 10/24/20I6 03/24/2016 ID el O LD o 10/24/2016 10/24/2016 1 03/24/2016 BOOK 2 SECTION SEGMENT 1 & 2 ROADWAY PLANS SEGMENT 1 & 2 JOINTING PLANS SEGMENT 1 & 2 FRICO ACCESS SEGMENT 1 & 2 DRIVEWAYS (PART 1) SEGMENT 3 FRICO ACCESS JIM CREEK BRIDGE PLANS BOX ELDER CREEK BRIDGE PLANS GILMORE DITCH BRIDGE PLANS NERES BOX CULVERT PLANS STANDARD BRIDGE PLANS SHEET NUMBERS 4:notri O 0 ri 8 A •-+ 0 to SO - o O 0 N ..r to 13-106 to 13-109 M el 0 e en "�I O O O e4 in 1 S 15-201 to 15-216 15-301 to 15-318 15-401 to 15-407 l0 IA el a .a 2 '^ 16-001 to 16.029 ■ BOOK 2 SECTION ORIGINAL CURRENT/REVISED RFC DATE RFC DATE RELEASED WITH ALL PACKAGES 03/24/2016 07/12/2016 I 05 - ENVIRONMENTAL RESOURCES• 08- RIGHT OF WAY (By Others) I I 10 - GEOTECHNICAL (By Others) 1 1 11- EARTHWORK 07/08/2016 0 H n O '.0 h 1 n O GEOMETRIC PLAN - WCR 49 I 03/24/2016 GEOMETRIC PLAN - SIDEROADS 07/12/2016 1 ‘O O 0 n \ Po O ti eg O 'Si 'Si I In LLJ J I-- 1":" INDEX OF PACKAGES r s O CD 11-001 to 11-038 !SEGMENT 1 & 2 GRADING PLANS I W w Q z O r N 12-001 to 12-030 'SEGMENT 1 & 2 DRAINAGE PLANS AND PROFILES I 12-100 IRIPRAP DETAIL I to F J p VI Z O Q 0 W cc o I SHEET NUMBERS S I 0 0 ♦+ r4 Q O rl O $ • 0 0 2+ N O O el O �" o I 0 0 r MCI O O e1 O en $ I 0 0 ✓ N O ri O , • INCORPORATED INTO BOX ELDER CREEK BRIDGE PLANS INCLUDED IN THIS RELEASE • THIS IS AN ACTIVE DOCUMENT THAT WILL BE UPDATED WITH EACH RELEASE Q) O U 0 z N O O 0 z a, m L U) WELD COUNTY ROAD 49 w ca Q V a- LJ- 0 w 0 z 44. 'Zs m J m n E Jr, Z cr m C p C O O I C O .-. C 0 X W O Z Constructed N Q No Revisions: 0 O O ►.1 8 co O oD 1_ ▪ O O U _O U00 7 V t a�� w 4.0 O . a, r' -0y0 Et° .. I` = o O C a O • 4'4 .C O. -•a 0/) C O _n O C C C C E E O O 0 X000 10:17:35 AM O 0 t N 0 ii O C V C a rn • • 0 cy ern tal d z 0 u Horizontal Scale: N/A S kit. Opt. c a�44) WO`aLL .auuaOS'ue) Wb Sf01:O1 91oZ/vZ/0t't01uw0-£5£rtty\s6uiMoJo\u6!satAt v0\yo 6baJM - G0 - FA, l t \,u,owny)\wOO 6uanyj waiting)\\ 91/17Z-01. NOI12f I.LSNOO eIOd a3SV313?J GILMORE DITCH BRIDGE PLANS C' O 0 W O W ct CSI CC z w0)0 p o m a 0 za ll eZja.zz)- QQ�O F Q Z 2 2 J 21-za.aw o< 0 p z 2 0 J 00 Z UrLin)UZ Q a <J = O JW a a a M IX W wQw0W V)2 U_ [iii OW UOOU W N (7 mit 0 0 0 0 0 0 0 0 0 0 0 mmmmm 2 o zF wthis' M U <0 w Li to N H II N N Li MW u0a mIna W 2 J F. Q CCa Oa X V) U o a d 0D u_ts_ 0 W U 2 Y=n—Z—O mta]2�fU tiliO2a0 Z 0 0 J W U Z O w w N Q 0 IQ(0 W m N0 o M0 a z W 00 O U W a O 0 CC 0 W O QZ 6 Z Q to mo S U a o 1F O J U a OUQ YW Zr . 0 Li O 0 0 C) Z N- W CC 00i -a z3 a 0W J <00x m m p- w > IC aXJ cX W� a 0 d� 0 3NJ 0- JaDw Q.a �I > W W 45 -25 N Z d U N V) I- h - w aa DD < 4 (n N J J m Q LI U) O CC a tr W a 0 0 W P Urn W p J V) m(Fm 1 in Z MDw N co co O r N Pr) * U) (D n o) o co 000000000000 wmmmmmmmmwmm GRADE LINE EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M-213. W<mP OP a 0 PW 0 w 0 2 D1<0 J I J U- 0 p 0 JZOco } Z JNOLL d a4aop W z Q a = Dcc LWO wp .e• -<00 W 0 Um CC Li Z 0W0 3 Z p O 02 0 r- in LOW OMF '- '4. W W< 2 W H Q W .00s� �,0 ZZJ00ZO OV1mZU Jz Z (na o =Pac= a> V'Dom )- a d X o�NDo co Opaz NQ oIozr I0 Zw000 0~ P9Ow O =2oowl= 2 r a DO _J tea 4 Z V) a 6E r kY N a N 0 000 a 5 W -J W La a W w Ua OD �8 cca I" X V) OW U W 0< W a a J D V) O Z 0,_ J a 0 00 OZ zz Oz OU� `"'a. W0 0W NW oa a� aO W3 x0 J0 tN zI- X 0 V) o0 U 0 V) 00 Z Z diaj Co IPai U� f2 ccO w- �a ,-(t V) m Z vi 6 e r�~ 3 O H U D It Z 0 W CO Q 2 W or a 0 U U Z O0 W U a O OZ Ew W 0 J QO W W S QII 0_ Dr o w_ma W � O a 00w0 W i 3Wfr(� a W aW� w° Li LA-? W Zli�O H a f Z O W ZY Ino Z CC >'c3 00? U cc a a w oI-Z FLi z 6$w o OU W a • z (n Z O o J <Nom WlecV) W W O a 21— C a09z EW_O V)aWU W Cr) O IO a a2 ina Wo n N C9 � r. O O a� 2W t m a 0 V) N w 0 w o mo J F J � aZ N in 0 Li Z J a WW J J H V) D aaa 0 m I wRE WCR 49 STANDARD BRIDGE PLANS I xxxxxx xx F a In W O 6 GIRDER SHIMMING DETAILS BRIDGE RAIL TYPE 10M (1 OF 2) BRIDGE RAIL TYPE 10M (2 OF 2) - -_ TEMPORARY GUARD RAIL TYPE 7 APPROACH SLAB APPROACH SLAB INLET (1 OF 2) APPROACH SLAB INLET (2 OF 2) IBRIDGE EXPANSION DEVICE (1 OF 2) -- BRIDGE EXPANSION DEVICE (2 OF 2) I MECHANNCALLY STABIUZED EARTH BACKFILL g" m m -m o m eD m nw iota c m m on O m I a N O O U m m1 - m Z_ O W _ L a - W• O vi o 9 z p E2 in V) m a hj O Z Ili dr I- 4 Q- 2 Z L Q O0a mow= <2tn 0 0 a5 W2 0 ZO D O QQQ a AASHTO LRFD SEVENTH EDITION WITH CURRENT INTERIMS GRADE 60 REINFORCING STEEL IS REQUIRED. z 0 SEISMIC PERFORMANCE ZONE 1 AND DESIGN LANE LOAD) LIVE LOAD: FT. FOR BRIDGE DECK OVERLAY V) 9 DEAD LOAD: CD W N CD O a opt o a 22 O. d o O Y W -J E Oj aCL a a Z 0 O Or, a Y in ULL- W J W H a O 2 V) 00 0 W 02 u- a m =O D 0 w W V) Z U 0 �a 0 V0)lid l&I- U CD VM 0 Z (�-a w m O W N a 0°Z O W D E V) 02w 0 0w V) O 5 OZ U 0 O Q a 0 0 a(i! x z 0 wL U Ho 0Ww QU O Jo I.a1� <0 0-a0 50,000 psi O U) O N N Z STEEL PILING: FE LLI V) O O ec co 0 w o a 00 0 W O v N I II U w to - 0 N O 0 J U W Co..a W N <r W ww 0i 0 ca 0 W O -J 0 U < 0_0 "RN U N 5nJ m = Q V) N �-r w c.) 20� _Z0 2 a01 wOO Z - u' }N 00m CD W aQ Q 2m0 zZ OJT L Li 0 J Z Ca I P- X V) 0 Ict Vat CO N qIc LO tit N_ N X N N W 0 a 0 a m m g N Li Q' U NZt/7 Zvcif. a► U) (�`aa U to U UO I U) N oW W - a HZ Z Z W J 0 W (1) J No WELD COUNTY ROAD 49 OVER GILMORE DITCH m a _ U O m a 0 U 0 Q33 O0 0 0 I I N3 O m m a W UUU J mV)O W 0W (D ISO N J N VW) ow 0.0a V) pp W � m a m = v' V) `0.) FE vi mt0 a �z MaK 2E2 U) 00 ),..N LLJ Q m Z O U) O UU U -Ja - La 0g J Z O z In 00a = U, U. O W ? 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THE CHANNEL CLAY LINING SHALL BE Z_ F- a_ 2 cc 0 a 0 I- J a J Q a < w U a a 2 a aa: 0 z N GENERAL NOTE REQUIREMENTS z 0 +2% OF THE WITHIN -2% TO O 2 PLACEMENT N W I U Z N a 0 U) V) W ▪ W 0 a N z0 " • U to 0Wg J F- O ▪ M a m O 2 < o F o m O O W a 8 CONVEY WATER WHEN 0 0 Z < to Q W OR ACCESS ITS INCLUDE THE FOLLOWING FRICO GENERAL NOTES: 0 J 0 I ALL PLANS WILL BE ALLOWED. FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES 0 F- Y U a CD 2 U a Q C9 2 9 m a O W a 5 a W a r < 2 DITCH SLOPES 0 CONSTRUCTION J -J I V) 8. CONTRACTOR 1. DEFINITIONS CONSTRUCTION TEMPORARY a a 2 < PERMANENT U) < 0 a a A. FACILITY OWNER UNLESS OTHERWISE AUTHORIZED BY FRICO AND PROPERTY WELD COUNTY B. PROPERTY OWNER CO 00 o < I 2 in )- N < r v � U) 0 O 5• a U) C� < W V) M a m a N (n * 0 o F < W Q /) Z J W 0 2 Q W a En - Z � O < rh C. CONTRACTOR AT A RATE OF a 0 6 Z 0 2 2 2 I N < MAINTAINING CONTINUOUS RESPONSIBLE FOR W m J J - V) X W W 0 0 2 W J W 0 6 a J W Z Z CO a ACCESS FOR FRICO Z 0 CC 0 U U < Z W CD -J J < I V) 6 U 0 U J 0 Q U O Z < Z Q C, J < BEDDING, CLAY W O COMPACTION TESTING FREQUENCY: 18. COMPACTION I- 0 0 a W a O w V) a 0 0 W 8 0 8 J a Z - 2 - >- 6 O I V) Q F- a W U W z pF W F- N Q J } < z a a < O a U 0 F W < 0 U O a W O � W I - cc O w Z O U F- 0 Z WORKMANSHIP THAT zW DEPENDING ON SPECIFICATIONS. <o z < V) < 0 2 0 U < D LOU, INDEMNIFY AND HOLD FRICO HARMLESS O Z W W w 0 J 3. 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REASONABLY O >- cc In N W 0 a W a Q I CO W Z J W 8 2 0 N W 0 0 0 } < O > I 8 Z V) Z < -J a CONSTRUCTION a a a W 0 F- ALTERATIONS 0 6 w 0 U W P W U 2 < 6 2 d U C Z 0 OR OPERATIONS OF FRICO. Wcc cr W W 5 0 Z U W E 0 Wa (�1 7 -JJ o a a Ow N 5 F- cc > 0 Z a z m 3 U to 0 0 a W J m 6 a CO W a W W m a < L. V) CONTIGUOUS a O HORIZ z O J a W m O F- 0 w W 2 >- I V) J MEETING WITH A PRE -CONSTRUCTION W J 3 0 w C=.) V) J J I V) 5. CONTRACTOR V) z 0 U < a 0 0 W a 3 C7 W a W THE SLOPE TO ACHIEVE 0 Z 0 -J Q CONSTRUCTION a W cc B U co 3 U W co -J -J N 4 Z U W N F - J 5 m cc 0 Q W a U - J - J 0 W I } • Y 0 W a 0 E U - a 0 < p as a a z 0 F- O 3 W 41 M 0 z < WELD COUNTY O Z < F < I- z W m W a a W a 0 EC IL W O 3 J U Z ATTENDANCE SHALL Z 0 U 3 0 W 0 a < F - U1 0 I - W a 0 V) Z U) w 0 W I a 0 0 a W 0 0 Z < cx O U a Z 0 U tn a zW O w F- 0 Z J -J I N CONSTRUCTION Z cx 3 0 ENCOUN TED 13. GROUNDWATER F- < O m VI O W CD -J -J N z g 2 0 0 3 Z 0 U AFFECTED AGENCIES. 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FOLLOWING 0 I a U O Z� d 1 w cc a W 0 F- a 0 a 0 Q LICENSE AGREEMENT 0 a O F - W B 0 a J 0- 4J a (Si m 0 F- N O z THIS PERIOD ANY FAILURE O U a IL >- m OF THE IMPROVEMENTS w 0 F- CONTRACTOR > - m 0 W O W 2 a W CD J I V) GUARANTEE w O ARE TO BE SUPPLIED TO FRICO PRIOR TO 22.AS-BUILT DOCUM fit 0 F- ( O + I.15 U' S N w W >. ao m O x ZQ 0 m U )- z J m a p N F er 2 < in J a 2 < < 0 z W Z Q z F F- N W 0 Z U Q < J wU in J W < F- CD o0 Z J - a 0 0 W o: [W Sbt a N F- a W o CONSTRUCTION a Z O a O W U O a 0 IL U O I, CONSTRUCTION 8E NECESSARY PRIOR TO J -J N SCHEDULE AND NOTICE W LEAST 25% FINES. < Z a z 0 U U) J O in Z to X W W W 0 5 a 0 W O lZ O a < 0 Q J W a a 0 Z 0 U 3 F Z 0 0 >- J J a I 6N W 0 3 F <0 Z V) UJ CONSTRUCTION. PERMEABILITY LESS < < 2 a COMPACTION z a 0 MATERIALS Z CC V z 0 I INCLUDE THE DAY, WORK IS ALLOWED. O 0 4 W 0 F- O JY 0 a < W cc Z W co„, O J J � < N W 2 < 0 z Z qs O {ww m J (a.. ✓ v� a O W W ▪ U fj 0 etc W W J 0 W < < m 0 re) O a m 0 W Z a W 0 In a U W v) I U T O X_ 0 F - J Q 8 a 0 a < z a0 ) - Q o ix ee~z � z cc Q Ora O C� O -J W O (-) L A U) BCO2 of 18 O 0 W a L C C a W a m Constructed N Q No Revisions: V 0 co O co N O YU i5 • 3� U w O - 0 O a07 •CD tr) fli rt' M m_ C+O V)a 0 a•- 0 -a Sheet Revisions 0 c Comments C 4, 0 0 coo U) N tD O N N 0 v S 0 Y .C a a' rn 0 0 C C 0 0 0 (i 0 0 a m N O It 0 Z U- Vertical Scale: N/A Horizontal Scale: N/A 3 EG Pi' (S 0 r- o C sAco� $-ox wOati cpuOJ!vfoluac!, WV :•r;'i_ ?Io:, : 'ot ViG-'_•Ju"o!;..•1u3-CQtld;:U-i'4..tI I�.H)11'J dcW1tJ\•.af•u!M11 \'ib:)!\ - .;'(1-Cit; l I 9 t-tZ-O I, NOI1Of12JJSNOO 2J0d ODSV2-192J GILMORE DITCH BRIDGE PLANS N W • w U U't I _ .. ■ cr II 1- O in z L Ct CO DD eft I rr 1� 300188 •ao1HS d 3 0 U • Iw m In L 0—.tlm _mow I 1 r- 1- �3 Ig 17 1 N IL . U 3I • U JS Nd103 W NB WELD COUNTY RD. I I I I St I ,� 0 a 1 '8 1 F I,. D.1 i W a wo z W Vim x0 • WI i 11 i,' I 1 I !IV live' 801HS 300188 „9-, eo ,(.l S3NY1 Z 1f10 01 DO N0 —21 S3NY1 Z 4264917 Pages: 16 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III 10:112,11iYibliciillillItfillti4JiliCtilici 1111 a AT FINISHED GRADE AT HCL. z 0 4. I CO M Pr) N d N 2. * APPROXIMATE 100 YEAR WATER SURFACE ELEV. Q AXED CONNECTION 5. ALL STATIONING IS ON HCL. FRICO APPROVAL BLOCK V o m °es • m?, c o °'o c >., 0� 0c V 3 -dos m T L c • D O e C O•C O 0 O o ccomti) > c t l L C c a O C C O m O Q o as c 00 m '- V .ate at 0 c v C q a s rn o, o t c�c�u ▪ c 0 . �C - o coo it r `L O o cue' 0v Y E r L- v v u oo30.c.- v •_O°o-,u • p p,cr ,AD c pp c C G O C O m •) o 0 E,��LL L p 4) b � tL 7a +.'0� 0 Oa i.,.- m a v w O C O O> O C c C 0 v u� ,v+r Lrnaoo :L OoC e O C ! u >>v;ad OV C 0 m 0.C ca c 0 O o .+ ca -nn 0 r C O €LuEx/nc 0 or)wa-c r a c I x L O O co -t vom�a C9 ..... tZ•-- m a FRICO GENERAL MANAGER u) O U) O .n v * * d IIII BRG. ABUT. 2 A EL.4738.9 I I l I J IIII o z W O Ills a I I I I Ill! Illl MI N N N N N d d * d * O O N N In O -v 0 z m •O O ro I cn Nt 000 trirs- zee< DO cc 0w rr^^ 'Z^^ VUJ BC03 of 18 0 0 W c/i L C Ot O 0 Q O J W 0 O m O 0, D In As Constructed No Revisions: O M <a O 03 coo Y C) • 0 O -mo — 4)0 13DOL.,: in OEM 0 O cn }_ ; L [m[ O HO a— mIP-L 0�-d O C C .5 Iz u O 0 oDo ID 0 N N 0 0 O 0 C a. O+ 3 V M) 0 v C n 0 0 a m (NJ 0 M) an M d ai 0 Z O Iy O' yO O O > 8 m O u In 0 r O N L 0 9t0Z/'IZ/ot 'co ^r1u^--3613-0—.Sc?H_)lIa UU 1S U — > wOr IMP 3ci_►i III 5bu!MC•h]',?t'U sUN4'3y:)''.87 e.t J 4:', — II I•�:I 91.-7Z-OL- NOll3fl≥I LSNOO 8Od a3SVd-1deI GILMORE DITCH BRIDGE PLANS 5 to i O N N O > W O z to W K O O N frE 0 0 N 4264917 Pages: 17 of 31 12/27/2016 01:56 PM R Fee:$0,00 Carly Koppes, Clerk and Recorder, Weld County, CO in Jp: W J v W N D 0 O in 0 m^ 3,_a- ce X W O CC o TYPICAL SECTION (LOOKING NORTH) oo00ooc� •} O 00a t• • -}1 h fig to oi, of s \s,, •• �. FRICO APPROVAL BLOCK o u o -. to c m >. c u Ca °' m -ii >, ;7, • ny v 3 v o u, cv.00 u >. .C C ,,.- .c CC o 0= •- OY o v u _ as L 1, O • c 46 u n >O ✓ u 0 0 3. E o o a c C ...Jr y € n — O ,r- n 0 0 33 ✓ n0. c " CO .t ° V v?°oaoa-n CV O E ✓ v o c u Oi �V 0 _4 vL C n C v V V •OntL� c+tal `• v -b_ " c V) v o 3 L .C co c C7 i- 4 u u 0 0 3 vt-- O S 0 o c -� • °' C ." n o v c u c� o 1741)L.. o XO.rn��s aZt CO WO hit a • +'`C'O 'Oct) v C 0 >,.c a V `' L O n ✓ n as in o y a, ` n C C c n 0 0 0.. O n o w• 0 O pc V .!) V171t On; Ea 2 J O+c E C O an O iE •?OD ...l O O v o III v >Nv V U W • r M v ✓ C °E a ci_ x r O O u r of 0 ,,00a GENERAL MANAGER SetUt 13 00'00+LS601 DAdor z oo� z 6 b 'BtLt 13 00.00+09601 3M STRUCTURE LOCATION C) v O 6 0 • O a O M I to 6 z u u -c to W O _J <' 0 OVO CC,- a_ WA Z C DOZ OHO J U OZ.5W W Q U Constructed to Q No Revisions: V u n .5 u a V.MIRANDA BC04 of 18 W O O tY 03 iv;u CO .0 v 0 M ti) O 'C U)0 Y0 Is• � T 0 O -O _ EO O 7O7 mP" *L • No Fr - *_1 L 0 O v- � at- ®.L O�a C) 4) t to ✓ o E 8 u v O 00 0 Q U) 1D U, n tD O o N O 0 O C a .` 11 tT 3 ri O O N I O O a m N O I M U) PD E 0 C 0 0 0 0 U to 0 r C 0 N 0 • +t Ur i!11 .t U-17.asd`I --90dSIG-ESct- I t `,H3110 3d0yin ti W Mri,J',at.p!Jtl',0ft/ASO i t•?.1Trl, - i0-cccttI 91 -17Z -o I. NOIIOflW sNOO hod a3SV213eJ GILMORE DITCH BRIDGE P N N .-. C9 C - J 4 � O W T (0 W C3 E m F- 1• m 11Th 330188 • l j .0-21 '801HS «0 .Z Wei 390RI8 .9-, '1SN0 .0-21 '801HS .0 •Z >1030 9N11SIX3 JO 3003 I T«9 -,Z GS 1N3YV1flGV JO 3903 .131-,02 83laeve A8V210dN131 «0—,Z .9 d3188Y8 dy ZIOdY131 .0 ,Z «0t -,6Z I >O30 1. 3SVHd NB 7 i J7 I 801HS .0-21 .0-21 eIG1Hs ' .0-,Z • .0-. «Z-,6 I I._ I, 4264917 Pages: 18 of 310 12/27/2016 01:56 PM Recorder,Fe0.00 County, CO Carly Koppes, Clerk � I ,I III III • tg .164,170 , 0 r - a 0 APPROVAL BLOCK O o m ° -1 C• cum, cu o °A u •of 'ntOy 3 V O i u> tc- st L C V ° — o y o y o v y uo�ov.ma .c°- q,o°Ec— a . C O (fj.C u L ogt U c a C O C W V ° L 0 rn �i° L O _ g 6-5 C C(n O o c ++ L L o Cuv_4nc-v C p+L'tD o.v too3oc-- v "" • L L_ O en 4-• a. C O C (7 u C O u p E Q)Cvt O. Z twww W O W L a +-UJ m or i,••- o a u ° u comet •• 03 ° h m on C C -I; tendb..:• 61 :Cja rn — o V cd c uo... rn 0) �' Em L. 6 L X O 97 Di LO c a ` o u o c '- yLZ • _c u ,uc o o C C r nC L O O o r at, °°°La FRICO GENERAL MANAGER H 0 z BARRIER DETAILS, SEE WCR 49 STANDARD W C, 0 aC QJ N W W < is Cl. I M U Zac rY O r o to W Z as Zrm re M 5w a w O (n 0 �Z EgLa) )'I - Et 0ointn tw, 0 O cc C.) N 3. ALL STATIONING IS ON HCL. N to 0 N N 0 0 r 0 O a rn 3 to 0 C I, p a I O 0 ac aD N 0 M U) C 0 s fig � t•JN U q (nor - f O c • m oggg o �c�aa tZ/ot'vc.0-bui£uyd"'oaao:o-.cS1►II\IIDII0 1d nil_7\stun"'".7."'f'F"P7•.Q+ly'\8,1 (td/.5 - 70-cc:tll'.I 91 -17Z -01- NO11.01181SNO0 80d CI3Str3-13e:1 GILMORE DITCH BRIDGE PLANS 4264917 12/27/2016 01: Carly Koppes, Cl BARRIER DETAILS, SEE WCR 49 STANDARD } a• aiO as ww c� O m CO W (.0 O h m 0 Nw w V) 5tc_ Q al F n O er o Z O Dw Z D 0 00 o wZ `- oao w mtri 0°z_z Q OW 2a< JO ow a 0 O O°O cx 0 00 O00 w » gm > v) mzz x_J woo WU moo t7 d i N a >- a: O O 1 CONSTRUCTION Y W O W a to BRIDGE RAIL I s N w z 5 )1030 .9 O Mc 00 Z CC fc MCC CO In W2 W "3 Pages : 19 of 31 56 PM R Fee:$0.00 erk and Recorder, Weld H 0 1 XO,1 O > a: Q8 um tf c -y , si,. 1T�O `000000e: ti:, orjk ar :Li 14 rie � C)� 7(�:UN ::: o ��\ o ti County, CO PHASE 1 (LOOKING NORTH) EXISTING GRADE J � � O We O W 0a a: m ace P >s - CC 0 a: i w 0 C 4 I N 013 a I w a: 32 a: J m i ei O _Z w W oOz a merM a 8 M3 m )030 .9 0 O N J O a N a m � OO I= No s 0 L OO IJ NV) <=i Z Li; i* U) W C, O a: m U w J v W N D O 10 no FRICO APPROVAL BLOCK U Z U O01. 171 C u, C Me v .` 0 0 3 Y O C C L. 00 O w O V n O a a O t L 0 r c 00= O—Oo nry t m 0 > m c m O oM a at to c- 0 0 ac v m t 3 U v22 2 c C - n0v m y on --D- 0 V C V c m Egt-e-r trmt v vlit WvEor aoo 0y � � D m c c c n c 0 r O O at no ov z5 C O O -c U -c L oO60n c w U 2 v c jV)0�>,Vw;v v c v S O y = yn 6—..0—. 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ABUT. 1111 U) 1111 1 I 1 I I I I ++I I I Ili! * '4 N • 0 2 C t` 1111 _r 0 1111 1111 u) N 1111 S 1111 IIII S'5 iv a 1 J 1111 1111 1111 1111 1111 1111 O O U) O N) KK) "in N r• d d d '4N '4 et \ -• r N. ` \ `\ 1 . N I N. • �` ` (5 „„__I---) r ..•` cc en *)y \ ` I . .. 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ABUT.1 TO FINISHED GRADE d N d 0 O N 4 W 4 I'll I'll J SX -J Co I I I t I I I I 0 d N d IIII can Z Z 10 O W 0 U_ a' _s— co otat_ o M Q > J E WE - in 1 Cc M00I till U 3Z C9 O 2: I 3 m llll llll Ill o d d I N N d 0 0 N in O a.+ 0 m O L O mot' N M 4 Co 0 0 z O V t J r rl r Z N K.GABBERT U V C rn •n W 0 a: t` v r v 0 be - co 0 U ♦-0 V V L N W 0 r V n L 0 M 0 m 00 X U x T 0 U m0 -08 JO L. a omin 0 }.. c}o cn t_ CD yr a- mrt ora N C O 0) 4-0 I, V) oQDj 0 r OD 0 t0 0 0 O r 0 n r C a CI 'gip-s-inc,VI1_.)t7dE'll i5£f'I:�.ICUD] ]eoA IC,'ct'ua%s6.i,l\;f*G".,e•'•la'v i\ea &t :'w• Horizontol Scale: 1-=20. 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'OM) e Z W W \ 22 of 31 R Fee:$0.00 Recorder, Weld County, CO O z oa op Iv) Ez W O m ~ &50 wz O < L7 �� f O _ zz QEj MOW < CD U I P a t o �aX a Q W W U W W 0 zoo W � I Oe0 Lai • < Z Cr O W W z m a O 4c5aow olr0Dzac= x op0iWIXDa w?3W0Y I- D�'of WYVJZ peel .2 ow OJUOW CCaoamwao C '-ic 1 I I I 0 I - Z 6 O zz� mog N cc a0 W >- m e 0o cc d Lon., a, ~0-) W a xxa aoa m m 9to toU Z 4J ON 8- C.) in (7 <OW ►0--<u_Z 6g5 -v2 oaow WEE O W O• ZOH ce W 0 - O Q m < nc0au. 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W Oz Wit Wm E w Zom Q � wQ W J J W U m< 03 Ow g In cCw a°D EE 0 < = to N to Z FRICO APPROVAL BLOCK o > C *Jar o .E • L t p • L0 O r "- ao 4-1 U J O 0 c o0 c 0 01 a _V 0 o c c 2 o o u o c ` o v, c c v t0L 6 J r nt zO O C o ✓ 0 tp C L - 7o 0 0 U 2'L O ctu o GI a in O L C U 0 O 1,74 0 4) U C D 01E 0 oZ 41) 0 L Cu L L O 1 v 0 aO1 +L, v � o L 0 •5 0 • 4.a a C- 0 a -c V m 0 a p :12 0 C (1) mot, 13 0 ut o� v ✓ cIvry EP • L t au° O 2., 3 m eN c O 7 c � Oamum V 0 2D O+c 0. V r 0 — MO O 17 v4a , '0 o v c cn °E4-1; X o I) ✓ v o c 0.• t+�Z FRICO GENERAL MANAGER I K p 1, I 'it. V1 i I I! I`. cacl • k \ ' ' ' 1 kt It 1 s _ , \\ \, r: * t1 I \ 0! • !\ ` cc '+ \ I \ \ \ O ` It t' .\ .IL 7 X tiri \IC\ I. ‘t \ N Ii N N �x ..o••OOoo_ , ,}, 0 000000 I 0 ti0 1% X• ire) co rtz ziaid 6 ore: • re) CNI ZIAJw • 0 oui OJ IL zD Offi ow oW mw la - a) 0 z 40 * N p = 000 1 47 X1.1 DOO LL z O-J— O3O W gcr 2 K.GABBERT 0 c v' U, V 0 cc w Z Ix D 1- 4, 0 u 0 W 0 m 0 OD to 0 0 CL O co a) 0 cD Lei 0 0 Print -o 0 03 0 Rt 2 conm omw 0,60 — 91-7Z-01, NO112f1?J1SNOO ?JOd G8SV21J≥J GILMORE DITCH BRIDGE PLANS N J L �r Mid 3801218 .9-, l I EXPANSION JOINT CHART • off U'3 tf tfi62 64 Q M r) F) i+) r) 3" !a W i Q I.L O I li O li O li O M) M) cO O) N LL O O 4 O a .1-,9 0 YdS 5 L -,9 .0-,Ot N F) 8 0 cc 0 E a O a O 9 3 m z S-.00 = O a O O „ t -,g „ l -,9 ® VdS 5 1110 01 MO 4264917 Pages: 23 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO .O ,o. \ , t 1. 4 , 1 0 0 U a.- dI v. � Om0 CO -J O a fen to live' 3901218 .9—, vi (Dui 54t v)� 2F- f C az aO_ aN OZ La a N6 50 a W (f)-' mw o O LL a Q J 0 z m 5 rnu, I 0< cc tWn < 2. FOR ADDITIONAL INFORMATION ON UTILITIES REFER TO UTILITY PLANS. O O N II 0 O a v) N 1 W C 0 z a U) 0 0 J a W U a DO 3. ALL STATIONING IS ON HCL. ADo C 1 e O rc ) Se APPROVAL BLOCK 0 O -o m C it, .0 CP I- .5 T o ea O v 3 V o d C T L C _c O t o 0 v o.ccoo 0 m - t Cu c c Lt O a O. yv CC) U L O ` o O't UrOIO , QU t» O c O) OE cp v Q+ G 0) L .. C • U u m r O 0 0 oC V o wUv - E5L v mv c o 0 3 0 .c 2 p c E oia c o1C,.a 4 C v o C O O l a�0 �,� crt Zt G o oft a yW D V Ct auw t O O+t' o 03 O i 00) L C C c LIP= ,gr-jig goo o • 2avlcoDo o c v o r O1� O' rind o W _ L et .� .C u 0 O 0 CWa- •CE I a 0`O C o C o cotat oy Z°00oQ _T _O O o r 4) ` L O w .54) t t 0 o Wem. - C O FRICO GENERAL MANAGER vt 0000° Ci�/l. 1.1 " a°o ono �Y► . _U'''Sa O4 CV V c nt- D <I 00 ix 0 Z O DO D o�� e0Z kj 0 As Constructed No Revisions: 0 to I- Q N O) V- VO U DV 2E (n Z BC10of 18 N 0 O W ct vi 0 C vl 0 O O 8 0 0 C 0 d 0 0 In to 0 m co O U 3 T 0 0-O O - m0 Do a tD omn Ct0 N� 9-_.. L. 0 O —On- 0, t O .- a N O .5 0) CC C b E E 0 U u Y S 000 a 14353—O2BROG—C m 0 2 O O Horizontal Scale 8 to t to tO •„ � gN ONa u)UNr £oo^ o c ri NytbM C tDUEti Oii 7./0 'co )clist':.`l-'30d87.)-ccitl1 •,HJ11Q s,0i41i9\stru!aOuo\.»h(•1)c3\Oi 1:)\917 ►.�c;t,Y1 CU 15�t1 I 91--tZ-O L NOI13fl11SNOO 80.E (J3SV91JeI W C IY m r 0 t 0 W re O t9 0 0 6 erfr;P 0 tU. 000nea• S." , ). N.' a O4. S • ..�� 4-, T'4-<"CyrS:: aa l ' oos't M to O O t O M 0 0 z •oovit, .0%a `. y `- - ._ \� S n In •0 O C s N 0 r 04 0 Z Z Z w co W O W W a o —w td' <~OZ o5 O F0'Zz a in 0 w w w } J 2 i QZ g O N m g issi 6t w O z Z W JW OO'V) OVWI WOWQU W E = W W L_ � a0 3z_ O a J W Z 0 t- Z J w S O D 0 t- ol lcr 00 ILs . o~ NYW- 0o 1Li 6aoaz _,a CO El r 17 Z O . 0Ev) N wa - O QE0,- HnW Z_ z WOzm 1 77-41t-- .000 000. 9r S .9 .009.Z* 4264917 Pages: 24 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO WM%P/I I��' 1� I • 1 O cc 0 H M270 GRADE 50 AND PROTECTED O Wa r as w 6 z z .Z0 W 0 -) O aoao w aWwX Cc G Q O w W t_tLao wrmcc � 5 d0 SolW ccoo ct :Zee O Cr 04-045 aaCC 0 maw O a <rub 1= crFZUW W O O � Z t =z 0 z g a N ski r N zuj W Q M Do O zz Q zZ o� r U to v) w0 W O ESld mW J v)0 Z J aw M d to <D 0 / a O 0 tL ALL STATIONING IS ON HCL. N FRICO APPROVAL BLOCK V X C V as •N > (7 M .c C. 16 O V L ✓ L 0 y 7. L C ..- t C V U O c O t O' O V L TJ ..8 .5 C 4-13 0-? iv ct�- �'0�a o E" - C - a t o c oft UL 4S 7 V alit in 0 on° a• �d c n t V° L .1.°'o yL r Q+ t» O V M J O _ L y C C In ° L p C V U n C Ot'-12•3 V L.75 y L L 0 o 00;V� O ° '-:II; .. a V L L C it: V .r:4-4): a r° C, . r � Z� m • � a +' W .- n O C O Tc aUt L O O +' w •' •• n3 Oay to C C co (- . h U.01L �*2-; n O �� Qrc ° c v) a Tv y O O C V o V t o rn ° '� CO L fp ▪ y r — CO C L ` t xp81) ° • a.-'w a•- c e- t I xL°o O V O C V t h t�zHOlua FRICO GENERAL MANAGER AS -BUILT T1P PILE ELEV. SIZE HP12x74 I HP12x74 4704.0 1 4702.0 ESTIMATED TOP OF BEDROCK ELEV. 4724.6 4722.5 r ...- MAX. I (FACTC (KIPS) 4-- N N MAX. LOAD (UNFACTORED) (KIPS) P M to a r v -- Z I ABUTMENT 1 I ABUTMENT 21 O 6 O It N a H10N31 AVd 0 a w 0 to z 0 au P Pi zZ U a OWz � O 2 < <D Z Iv O z 4-0 U a) • 0 r2 a 00n Li. O O Zce 11.1 D c0 0roGEC w If) Z w L V C O• to 0 O L V 0 O O Constructed In C C Ir p z 4Ka C U to 0 ao too U 3 0 U- -0° —00 D• oO 7 a to ttin a) in } L0 • +O N � L V O— a -- e rr 0 0. W 0 r 'c I _ Sheet Revisions Comments II, O 0 0 0 Q In N to r 66 tD 0 N N O r V r O O C a M 0 34. J V U 0 Cr CO 04 O I I) in in r r 0 O Z O U U) v O a u O U 0 C 0 N O o: /1.7/1); -`.JOdt7: •o -S+ t• t t \HJ1ie ]&)11 110 u!r..c•t,]'ytFyB Oi)v0\\ca r�:J.1', 8 to 3 In a to U m q n o4 C l/I tD tit €u :o 1ti}Flt��l 9 t-tZ-O I- NOIlaf12d1SNOa 8Od aaSvai3ei Er_ O U - sot C O roe) 3as_ M� 4- �r d WL Nam aM► cc MEN CL 1) w-_1_ re O a G to N n Q. N� a� NAY �`� N1 e�0� GILMORE DITCH BRIDGE PLANS t O co 2 QQ InOQ� J p Z o O cc -2 pJ O a D� W O Z wo OWQa- J O � W W U ~ O _ W O z m LA_� o Ydoaa �i�<W Q _ U z W N N I - W 2 O a 0 2W O O cc Z 00 aQw 4•� 5W Q J J Z ce Jwoo act <COO N r7 2t to ABUTMENT CONSTRUCTION) 6 GIRDER SPA. 0 6.297' a 37.787' 2 ra O w N a O U) z W 2 U PHASE 2 ABUTMENT CONSTR C9 m C� z O .297' 37.787' 6 GIRDER SPA. 0 W z w C9 O a W 0 -J J a U) U) w O D: Cn H z O Z O 0 (aD taJ V7 O Za 2 �a wxt as co a� BYiS 83d331S e0 —It t a 1 1 I 1 I a a LAP SPLICE TABLE SPLICE LENGTH IC, _ I N N I gt 1 BAR SIZE In CO 34k Clic HCL WCR e HOtON 8Y1S H3YO8ddd _3it9 I I 1 I I 213OVNVYN 11V213N30 001213 •u!aJay qpo; ;as spJDpuD}s aouDwJopad ay} Jo; apyno2d hogs saJn}onJ}S pan wiad ay} 'pa}of.gsuoo so •}oy} aigisuodsaJ Alalos aq Iloys aa}uDJO puo 'aa}uDJO ay; Aq pa}uasaid so s6uiMDJp asay} Ul y}Jo; }as spJDpuDTs aouowio;Jad ay} puo spiopuo;s u6!sap ay} uodn 6uu(lai Alssaidxa sl J0WDJ0 payoo}}D aJD su6lsap asaq; goiy* o} 143t1JOSID3 ADM ;O }y6!8 anlsnlox3—uoN ay} ul y}Jo; }as SD uoy} Jay}o J0}UDJ0 ay} ;o suolD6flgo puo siwSu ay} pua}xa ADM AUD ui IIDys ain}ou6is s Jo}uww3 U! buiy}oN Aluo sain}on.q pav1!wJad ay} ;o u6!sap ay} ;o a0UD}da0JD 6u16paJMouvo ;o asodWnd ay} Jo; s! ain}Du6!s Jo}UDJD N0018 1VA02Iddd 001213 if' • lot 4 '• o .� -.aj o/ci,)111 V�_ ti r...--` •-J�A '1 — ° `D -0 3 •' • 1% -- -pdO c.3 c8, dews J e((,) 1� a oC1��. Pt _0 t oo (`j _ `I'S) ao•eeoa a 1•e{ i94 °° .) °pit'oo C,• .9- 0 W O W 0g a�<L z O h 0 �) Q J O = go - if U , Dcta OQ W W w N in a) t I - y2 uE 2, ti;z BC12of 18 O O w re N L. D 4— O O W O O Ix 0 Constructed 0, No Revisions: 0 s O r•1 to O ao co• Y U 3C T m C) —O CD — 0 L O Div a , to `t- t C9 M t=;; L W DC — a, O — a. Sheet Revisions in 0 C Comments 8 000 Q O O co 1>D I0 O N N 0 m 0 C .C a. r7 O Q C, O Ix 0 N O pn an O 0 z S Li: S I 3p N 045 E o wgcm Cput:'fl'i"!A •rt 00•Eto 1 O /1;_- co-!-Ingv-00a8Z0- !I'.li"?1Ki 1i1C'i•il!9•st•wnC.ruS\ptt!rr]`.Q4]VJA9Cl - i.0-c;cii 1'N:A NolLOn21lsNoO elOd aas` 313el 0 re OS) CO x M O 00 - ID Li 16 o N m` �nI . a s to to% gi. co . . �--I 0V to r ya O1 _- Qrt ` e -s N o �N 7'a NNE 'Cr rio� GILMORE DITCH BRIDGE LAP SPLICE TABLE SPLICE LENGTH s o s I I N BAR SIZE cit 'at w L.o~z Ur• i CD U C4. Q 20 co J 1n O Z_ _Pr cc U us - a. OZW UC OC Qa U • w W m QZ =z 2 u- to o 0 J w O N to O 0 O Ea-.Set Z • O <L; - 0 0 < - 0 0 U V w m a S to to w U to O a J z n - O< FQ D En Z O O U 0 w z w : S D O < d I3V1S a3d331S tr 830VNVW 1del3N30 OOI8d •U!a.tay 41-104 }as spJopuols aouowiopad ay; Jo; ap!noid Hogs saxn}anl}S pa;;!wlad ay; 'pa;Dru;suoo SD '}oy} ajq!suodsaJ kaios aq 110L1S as}uoJQ puo 'aa;uoJ9 ay; Aq paluasaid SD $6U!MDJp asay; u! q aoj ;as sPIopuols aouowiopad ay} puo spJDpuo;s u15!sap ay; uodn 6u!Naa AissaJdxa s! Jo;uo.i •payool;o aJD suo!sap asa43 4D!4M o} luauiaso3 ADM ;o }46!eJ aAisnjox3—uof4 ay} w 44Jo1 12S SD UDy; iat o JO UDJ9 ay; Jo suo!}o6!jgo puo s;y6u ay; pua;xa ADM Auo u! !joys ain;ou6!s s�o;uo�� u! 6u!y;oN ./tjuo sain}orulS pa;;lwiad ay; ;o u6!sap ay} to aouo;daoDo 6u!6paIMouMoo ;o asodind ay; Jo; s! am;ou6!s Jo}uoi9 >10018 1VAONddd 001213 0 0 ro toI 0 Z 0 a t N 0w l i flik 0 0 0 Z 0 O) Q J O W Q00 s � oZ W D O e_ U� N DMZ W s O A rn 0 O W a 0 C rn d 0 V.MIRANDA O a 0 0 W 0 a a) Constructed Q No Revisions: 0 I) a, 0 a >0 O m 400 Y U S. 3 T O V Co O 0 a U Q m rn CtO cn +- 2 L m Dr a — L 0—a N C O .a) tr a) s n a c .C 0 E 3 O 8 0000 in cii ID O N N O 0 0 O C a z V 0 En Iftiti 441 it 't'i: sot it 9taz/tzio.'co--z-Irtav-.kids'G-:.S'=tt1\tcwc 3d!w•inIc sbuF.+::4C7'.g1)!1B\OQV:\EU 6►d:)M co) 91.17Z -01. NOIIOf1 LLSNOO 2:1Od OJSVJ13el GILMORE DITCH BRIDGE PLANS O d a_ a tO J U z N to N JN3runev 9DNI2IV383j i _ F1 ) 17 4 O n 4 0 x i _ a Cn tD ▪ I w O X o • et O tat a. � DECK REINFORCING V retice. ;Sr: o°onn°v% . e a •0d8 ' 75) a308I0 ® at413—, I cc m a0 Q0— t0 CO • a 0 zCt U 40 t z 0 qba 1 glk „0 , I -J 0 CONST. JT. a a 0 wer FRICO APPROVAL BLOCK .. L a C C C O ocvrm 0 E.0"a'.-•L 0 0 m o 09 0 �L :: y Ire t O m� : `mc3c o �o.� ow :2:: r o :SIDI: oU O1r .0 coC`OC o rc Oo � C V O > 0 *a en j r p v " U df la .-. 710 o f ._ W %LE C E c I xr o 0 O 0 o c of (at 0 .r.• .:L Z .-- 0 L n. I- O eI C ✓ °'o m co r r o o m-0. m T r c ca) _ L U v— +' o -c O 0 ry .C c o b 0'5 votLFcya C mo p v t c— w of O O 0 U J m a m (1.5" 0 y co vU o a c C m m O 1- O+ as , .C C mem"in En to CL V: V -ae 0 CN v o o C o o in0-o C E r L P vie O 0 0 37vyt o• C L- •o CO X O pl C aoi t 6 �Z Ca" DEL L Q ' O C o L 4.6 to W z -J Q C) O S3ldYA 'NIW v S3I2fdn '81 0 tik to 4264917 Page : 27 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO a U, 038)13 o O O N N itt W W -- N D D mm STEEL PILE J J a Z J O z 0 0 Lai a D O a W CD O a m w 0 z 0 0 a 0 z -� p to zr- 2 . ALL ABUTMENT AND WINGWALL CONCRETE SHALL BE CLASS D (BRIDGE). ABUT. 2 SIMILAR) 3. ALTERNATE REINFORCING SPLICE LOCATIONS. W r 05 ao 0 N N 0 r C .C a a) 0 6 z O a) .-' O 1` 0 LLJ O 0 0 CCIr- OZ 0 a o now Y / O -I poZ J W 3 I- m 09 g l0Z,' I Z/c I 10 vamp,- -DodE•': `\H)1IO Jeo, -II': '*two:nurn..br!Je\c:Jv:t\9IJ 6-) - O y a ij Z O U In 0 U 0 0 Wy IL (n L' 0 C co a, m 0 M to 0 CO COO XL) � T• 0 U O -m0 - 0O .D • L a to in tt ern cn L U yr g 0—a A 4, O w C 0 LO-£5ztl I',•I o x coOaLL III KtIli,l19 VINNkt III 9 1--t'Z-0 I. NOIIOfleJISNOO 2104 GBSV2a13e1 GILMORE DITCH BRIDGE o* O rah tn J O) Z aa U Lai W CC W W (n o a O z ova g ac aim O OO m ELEV. A OR ELEV. WINGWALL TABLE O 14729.00 4729.00 4729.00 4729.00 m 4740.28 4739.44 4736.52 to n M N ELEV. A 4739.36 4738.52 4737.45 03 N t+) ) N o 75° 00' 00" O 0 OD b O 0 oo_ In in I / I WINGWALL D 125'-01 CC) O CD J I I I 4insit N N N Z P WINGWALL A I WINGWALL B WINGWALL C 0 I - W W N c0 0 0 0 t I I I I I I I 0 p p p p EXPN. JOINT MATERIAL f0 a a _I j 610 FINISHED GRADE CONST. JOINT < Z 0 a 0 O L Q 1—.{c V) #4ON -10 1'-0" (3001218) 0 ST/10 3132I3N00 I e OJ N co aft ■ 0 t0 N cD S3 RJVA ,c4 ° tom -' .'..r1 .\ o • r 1. o t O I Y 1 I • co r 'J o - : f A --'e y[ N � o;_ -,J • --f ictt `e cCcr fr. O -� O�lf .l{ r (Ihc • 04.:..-1-i 0 ot- ® ` 0 .0—,9 co zit V la S N N 'I- < a < l— F- I-- -J 0 O O Q I- 0 .49-, I. CC.9-.t_ Z O lJ Z _I 0? ib 1 NN = J Z 0 O 0it At W p. r.� in Liu a a 2110 w LA- = 0 O N W ao o -I 1- 0 O wO m3 o W NYC - e 2110 aZ tl) ML t a cst .9- N o N 0 W W 1n O t .9 TOP OF BRIDGE CURB „O-, t W O < a 0 U U 2 Z d Z <Q. J Low ~ O I- n.v) F - i/ I a 0 / i / • ERICO APPROVAL BLOCK V O m 0▪ r cow. C o 0 fa ID m mt o v 3 V O p` O 17.0 O O >+ L C •- .c C V O O� O Mwo L.13 `o �C0C."8 ✓ O L L- G .• 00+ a C CooEc- O w g r O p V o • 0 gam O o O m 0c cnv OL C O nr c l v o c m % D V V _ E i '` r 0 2 in o C *t_L CouOi est� p .� � C9 0 or o ` w C r O C O pt C r M a C C O C mco 0 o €0 E —4E2 �el Zy CD C h -L a W t- �. .- o au,o Q) C 0 >N L L o a o'� v2 .. ` v,C c cro .n v o0 O n u a rn � o � C . 0 u .o'er c'; n o jN Oa Tom..; o 15 -0213" -Er C u o.≥ �, N >,o 0 ▪ °1 E �-' u v L L x t C_ q O 0pw a' C € C a'- I x L 0 0 o ccgttEl o.L+iZ N.� O a O Q J CC Z 0 0 W N m (W � v r re W vo er z 0_x00 W Q OCC LI- LLo / FINISHED GROUND LINE O z 0 <cc za of ao 00 I • Z W oc a D N N W O 4 WWa &' 0 >-: i m -D taO O o a" U z a C0J Wa Li J ELi En- to o Nt y , . • a rot' U in O in LL 4 3 0 W Td o� o O d E I W Amy O U Z W O La- 3 O N r a 0 a J x E W m J W w J a 4264917 Pages: 28 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO III MAI I Vitt AMYi},71MNNQ 111 Project No./Code J pow �0Z U O M cn O311 3 � Z s Constructed 0 C O co cc O a N to a v t!) O O W to U N 0 C Os to 0 0 0 0 O 0 3 m re) LC) 0 m (0 O �C U S. 0 O m - Co O o In 7 t� sc O to °n U }_. it L 0) m�L 7 D •- U d) O .; C) cr s IJ 0 O 000 • hh mop- — !7 m O e • t g m D m pO C o n (Jn. 6l c 5107/IN '40-':," `Ad8 o-[';;tll\I )11G 3dOrt •,st. :bF'ui',t]i1Vz)`,.Aq 6"e -.1k,, - til'�I 9 VfZ-O I. NOIIOn LSNOD 2:IOd a]SV31JeI GILMORE DITCH BRIDGE PLANS 4264917 12/27/2016 01: Carly Koppes, Cl re aO w C)W LIZ - O W W 0° N J '. U Z_ a W m ce 1U) �' wit; VJ� zz OO Z WO <0 a W m 00 ((m o (� lU IJ z _1 Z Y U mo 3-J -J U J < v WELDING WILL BE PERMITTED ON U 1- tL 0 2-1 mo U0 50 zu- W Z Low >-p_ 00 U > Z OD Mx, a O << zgs W 3� icn W 0 W cr Zoo - O W 3J 0 0 U Z 0 X M zaz wWm mtow oco Zg W Oore re 0Wto W O i-La Wm oi- 020 am ow W w - W Z � W Z 000 0 0 Z, Potty) ZZ� O0 XM `J m Cl_—7) /) 0 0 ZZ Z d 0 ? U W020 z5Jdz EW L Ow WELDED WIRE FABRIC MAY BE USED WITH D20 WIRES IN LIEU OF THE #4 BARS SHOWN. 8302110 a m w Otmcc moa a •CC W w U ppwo oo"na raw O W a a m a 05 O Via �Qou) t(21 H;' mOui 0 vita aw UZ=cece WU ZQOd� 5° Z O O.a10 U0 O � N mZm W W O Z O O 0 tad 4J OwUQM art- �W OOW OM WzwOZW 0 Wag So ODWWo Zr w OWoo~ QI-W (TO O1°- PNy4 N WmN 0 o'W =w ;w0 oz as �n Ba m po o WWX 50W W u)o ma0 WO S zW 2 203 a• U 1--Q z0� O0C O N U J H wg O mDZ oz5 m WW q N ��v Z a 0 Q C) • O I CC m U r)• a J w w m W tn e w to 5 w a ciZ_ W W o I Isis O O J Y .00 w < wwtnrt2 tio3 ica o w U O j z JQ 0 0 wmw Z Z JQNOZ(Q/j ni U) • N QQ0Qvaim W a I W 1I X W L` Vi W fY Q t5 O mmathj wwo -, a m ws•- 4 Z J U ry W. Occ mc9WW<I~W hi-- a ggJ Ls_ auwmWl(7 000a4C1IXa0Ua2 crQ�oaZO-I- 3 VI%g VUUwZNG.I W p o o 0 Q c v 34 F2t`��=O W zIp0150z a0 O J<�z W W w< m �zo11:ww�oom I II II I I U B II I N • - n n m.. U U < a- t. J4 0 CONCRETE SHALL BE CLASS PS. d Nit MAXIMUM SPACING W It CO ENTRAINED AIR IS NOT REQUIRED FOR GIRDER CONCRET USE CHAMFER ON ALL CORNERS, EXCEPT AS NOTED. WI - 000, wm wzzmt UtaO1J 0w VaD-12:5aW2 w0pwore In r waJa 1->X).-Cl_ wWV) o W<> -m0 ta. W J tam C<A Mi-aW l/IOY�J UOY F-�O w0WZQ4JOwOW m O M W m E w �Wa JM InM-J CCUOPWI W CO Lai Mir -Mb 00401WW3 m OM 0-zXO ?Ow OJNV1(Zjw WQflz-WCUO) N 0 O x d MAX. PROJECTION 1 •a Z O U W 0 P 0 0 ,0_ oz J J O ,ii a Z U m _nun W O m W or ao t cr OWWDU Qm--AIL IL lL a0 W m Z N }^wrIM P V) Z W w 5 aO mm00 O < v)mzW� om��m mt,0W mOpWm_ > N r U 0m00Uz0J m g"0tK0 a�zln< fa->_ Qmm� Y O L O J m la. Cr -O0VIW ito U)CPm Lma.-z 0 0 Q THE DEPTH (0) TOLERANCE SHALL BE +W. -Z" N -z W O W� 5ce W w 06 OC� Z_$ U <0 art m N Liu w zU w oa z In 5a a O m O I` U c,,c 0?U W a cn mm 2 OD N Mace we� In 0 W Z_ WWm OE~ I -6Z 4aV 0 0 W UL..LJ 'orn go . h .C,1'i ' 00"e7(;.1./1.1.7. �� a ._. 'O C`` . t e o • 1 ;% Lt. c,11 e `�. i CS 0 C • ' e • . , • ar ;(% ;' ; I Ii I _ O lak C O a '13 RL SEE WCR 49 BRIDGE STANDARDS FOR GIRDER SHIMMING DETAILS. FRICO APPROVAL BLOCK o - c• c o u L U D./ ✓ rv O t C O y 0 c c m ?, co 00 w cp V mV O 0.0 V' `C v3 Ov�`0 U L C "f - fl .s o5 o 't v° ✓ M-5 +6 o • 'l a - O C eft L ma o a C o0 n IDO m Q1 O V O C c » En p V V 3 V 'I - at/ o C c N O o c`ovm0� C Er..Lp V." ,16 o 0 O 3 0 f o C O plta�� n •C C O C'0 0 O V C U: m Ca ID in a '.- W -Co • O r n c o O 0. v Oz co a o O0 d1 L oretja Ccan ("Om arnU d', n 0 0 GENERAL MANAGER 0 U ix GIRDER SCHEDULE r z t PREDICTED CAMBER rrnrn 0 O O , PREDICTED RELEASE CAMBER r`inin d44 ad d 0 a? C:. c' G 6 t10 0 CONCRETE STRENGTH fc I (psi) ,00 ' n o N t,.._ r_, 40 O I 1 1G2 —G121 29.96 1 72 12 I 75 13.26 12.25 I 659 1 597 1 6000 tL w 4 n in _ C Co., 9.0 ID w r. E" '— ,n N #• Q rr, C o (i) w N (D r-", 61 4) ID in N. 0 C N c 1 it 0. m N CC — Z 5 MLai e C7 - Z <O to Z r-. U 6 Z O a) O a - N, LO g V) <IW oOa 0 Z Z c OmL w w a, E L `E N Z BC16of 18 M V 0 t U) 0 0 W 4 Iri 0 Z 5 O V 0 O W 0 O at m Constructed No Revisions: V a 5 m O M to O m XO 0 0-O 740 7o7 a .a c}o 4 -It L [[o O r O Cie O rr o,a Sheet Revisions I in 0 r C Comments Date 000 Q in 03 ID 0 N N 0 Z V 3 U N t Pages: 29 of 31 56 PM R Fee:$0.00 erk and Recorder, Weld County, CO II r��uni�ti��r�+cn��tiI1�ILNII�P,tia��xa� �1111 'I:R 9IOZ,'I"/0ST1- I\117,1111 -2,8CYil(J' cto!m ,O",. 't'P!fEj &iv:\ea 6fe 'h' 8 S. -o 3N NUN r- tlicp+f N O cO_- E Idar. o) TO - ccct t \:1 91.17Z-01. NOIIOfl2:11SNOO ?dOd 03St/3-138 GILMORE DITCH BRIDGE PLANS I to W O tr m U W t9 r N D O Iz no z 0 U 2 DECK CON 0 DECK CONSTRUCTION 0 tr W n J 0 0 N N W g N O N >030 •NIN4 .9 e O N W 0 O O W I a Z oryC ^ ;r W a o - N 11 CD to W W I Q • SHOULDER a to J W ^ to No rec. % W O NO ♦ a 0 M n N a 1 to a N N r O E 4264917 Pages: 30 of 31 12/27/2016 01:56 PM R Fee:$0,00 Carly Koppes, Clerk and Recorder, Weld County, CO ,ItUti1/211 NI% 1111 to 0 J_ ce \ W W0 ♦ 0 O U mmo W o W I N ti Q I asi ®O to r u) 240 O 1 C (O t "810-Z "089 z ;O W 00 Z 2 Cr f� Q W Pr) 3 to O to �Ic J W U 0 Lx tD O to g 0 W CO J - J Q N U O U O a to 2. FOR BRIDGE RAIL REINFORCING, SEE WCR 49 STANDARD BRIDGE PLANS. CO 0 ct 3. CONTRACTOR SHALL FILL GAP BETWEEN GIRDERS TO PREVENT LOSS OF CONCRETE. z it• ® SHOWN FOR CLARITY. SEE THE PRESTRESSED z N C, Z OE CC W O r W m trg my' 5 re 0 tr 0 W Z 1- U 1/ 4'1.4,47Z/ V 17 o • - rq o 0 e4' 0t 0f o ,., v a.i d ikv• ,• C....4:1 C O O V O p,1 1 \�� IC 00. L . 11 Y�� s 1 . l r s ��. • O O O Q=w OO DOD D 0 O.J Lai a D (A Constructed No Revisions: N M BC17of 18 W 0 O EC - CD a; 0 3 N v 2 O U to O 100 �C L) S. 3 0 2;0 —08 O a°Q tt) 4t t to , t L Ct0 etnrn t x :• L tD o a r mrL 0�•a Sheet Revisions 1 0 0 C Comments Dote (1000 a U) 65 OJ to r O N N 0 r O v v O C a Horizontol Scale: VARIES FRICO APPROVAL BLOCK • iTc W m c o c m i7 O .v+ o . E o'9c r Ca eoi V p�L a • tov m of o cO>4%t 41) L mv•roto O •ta V) C 3 C CI" oo a lT 8n v O 7 C h U v+.• -cam . v L.o c�°c mr O •- •- • (n tr>':'".0 V c ,�o O .+ x c v >' c m v n o m 2'5 v ▪ v o tuv-0 o ✓ >. rc c C 10 0 ° — r ' °-C o O m t r O -C C v m m'> u otEo�a c rr v c— o Q1 0 € v ato cO0� �� u 3 m m 0 o m m a? m c a v D L- m O rc cot c m OD _ O p O C it V. Y °«t.tE mz 6O O 3 ° 0 .- O.O. p >. CD . .+ v L CIC o v r- 0 '- C n > 0•- % •Mt n .- r 3 U n 4.0; C x O C a) 1 xL O o omcmt?kit O O .t..=. Z LID al) FRICO GENERAL MANAGER ••• " NJ 1170 •—IaJ(},_fiCidCZ0-4'_ft•t.\IduIQ 3.-c,ill_'1\,bu!ML.fo\3br!J,\cavD\im €t-dDM 8 C r to (EL ,oN$ 00.-r Cr) N cc..EioD f..P 0 b C p �r C 0 x tD U a 1L O 0 J� {di • 0 J u. Z — MS 0 c'ccp1I`: 91/17Z-0 I- NOI!Olel1SNOO 2:10d GBSV3 1221 GILMORE DITCH BRIDGE PLANS J tz U w Qo OC:SV) Li - O 0 CC 0 z a i-.W w0 Lr V) O Z o %..X rat f. M I )1 •�.,J ^�,oa°e°�a�y' 1. • r ' ' a eL i t AX) (4 •� p FL'°U � 4 *• O `-�•'° ®`d1S b3d331S iV •NIW ci N , 4♦, • (C -9 FINISHED GRADE CCz O W 0 2 Z D Z 0 a m W U } Z W O 0 W 0 m Q' 1 - D a oa zo D N m 0 to k F } Q OwLJo O O Z U t- JN zg<. Liz z 30 wot: O 0 1- m t = U tt r� r) to W LAJW W- 0 C t-) 4264917 Pages: 31 of 31 12/27/2016 01:56 PM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County, CO oO o 00 w a a o �z W Cg - 0 t/) C?r = �0 -a oa a t Q `n® (9) F- z W W cc Q�Q Dom.. OW t.sJ W<a z o�-XR Z W < d zimz ix <�in cn ec rNt g0mZ J X U O 0 m W o-IN W W W Uif-(n_ FRICO APPROVAL BLOCK V �c O C V a O t7 3 L. O,' c tb >, 0070 C. 0 f- t O at, ` t9vL 0 Cs L C r - L C 0 0 0— '" *dm L .0 1/4.6co.54).1-5 5 4) to •> 0 4) O u p L L C 0 a c L O pco — O a ° Y 0 0,r • L' .a -- 0 o p a o a C m crnVo0C .C Q+ C g -ta v U C a m'��L c ot`n v 3 'uL c U v coO L — - V S Lt.C L mt U t� 0 3 O _.. •- v t_ o • Or 0>a QiC... I; C O O O C e; a L r W v m m r a -, w {) a U .2 tb C O >L 7 co v •- a e+ C0 C p c CP a D 0 oow omoa 7 O J C ov to U• C+-' 3 to C `Q�CvvC 0..O'-•- 4- V) CC T V .. o�C>Eoj „ov.�"o— y i J Tax::: _Cvv:LFP.. no.�WaCt C I ° p v o0 0=otomt ta�iZ.�OL.a FRICO GENERAL MANAGER a Q U 7Q ED Z 30 �g w Z 0LaJ f - O m kg - J m J Q O Z N LaJ 2O in U W co cc Z�� 0 oOQ0 0<m W U 0 (srV wv r v v w = 1- cc P0 wZO Ftr J Qo x � v mz O 0 W G UU W lY ao IT W -Jr N M H N Z o WO 20 U QU' 03 Z _ C0 W FJ O J -J d 2 to 0 W HJ Ls.O 00 tr IAJ U Y Z Z W vi 3a W W O M WI 'm- 0 W lr Ca � La- W V)� tr jo3 W /- W S W tl 0 X05 SOD • 3r� 3S MINIMUM SPLICE OF ALL GEOFABRIC SHALL CONSIST OF 6" OF OVERLAP. -10 O 6 0 r U 0 • 0 Z Q N u� agirt 3 b Z 0 0 W tr (n 0 C v+ a Q 0 2 0 0 o a J to Constructed Q No Revisions: 0 .5 0 •0 O 8 In to 0 ao coo Y U 3 T m U �O O O DOT d LO tt to V M C+O crt @ N L 0 Or a — CD. -L 0�a U) c O '5 er 4-0 t 0 r C O E 0 U 0 4-0 0 0 000 t, co 0 N N 0 0 v 0 c a a 3 0 Fi 0 0 0 tr N 0 on to to O Z V I� C- z O U to 0 U Horizontal Scale: VARIES 10->.3- ccct• t . •\H?lb] 3._r,;,ltd, stwin-3.ocr,aEpie\crl7J'.E,O 6Fd)W 3 h Toi curl to 0 s Ua: - c0 c;c t i t III rdiriViliMPlicINIPPMIY.KillgliNAilly, III Hello