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Home My WebLink AboutC17-264 USDA Forest Service Road Project AgreementS U5DA, Forest 5ervice OMB 0596-0217 F& - 15((}-9A FS Agreement No. Cooperator Agreement No. 17-Ro-11021500-044 ROAD PROJECT AGREEMENT Between EAGLE COUNTY, STATE OF COLORADO And The USDA, FOREST SERVICE, WHITE RIVER NATIONAL FOREST NIA This Project Agreement (agreement) is hereby made and entered into by and between Eagle County, State of Colorado, hereinafter referred to as "the County or Cooperator," and the USDA, Forest Service, White River National Forest, hereinafter referred to as the "U.S. Forest Service," as specified under the authority and provisions of the Cooperative Forest Road Agreement # 17- RO-11421500-444 executed between the parties on July 18, 2017. Project Title: NFR 400.2 — EAGLE-THOMASVILLE ROAD RECONSTRUCTION (MP 6.80 — MP 20.80) I. BACKGROUND: The parties entered into a Forest Road Cooperative Agreement (Coop Agreement) on July 18, 2417. This Coop Agreement allows for the parties to cooperate in the planning, survey, design, construction, reconstruction, improvement and maintenance of certain forest roads. The Schedule A, which is attached to the Coop Agreement, identifies the maintenance responsibilities of the parties to the specific road systems and may be revised as necessary. The process of revising the Schedule A can be labor intensive and time consuming due to requiring extensive valuations and several levels of formal review. Accordingly, formal revision of the Schedule A does not readily lend itself to rapid response times, adjusting to limited funding opportunities and a high degree of site condition specificity. The Coop Agreement allows for specific Project Agreements between the parties with the intent of completing work as expeditiously as available funds or work opportunities allow. The Coop Agreement identifies numerous requirements for the development of Project Agreements. These requirements include but are not limited to: • The specific project (road) must be included in an approved U.S. Forest Service — Cooperator plan (Schedule A). • Mutual approval. • The cost to be borne by each party. • The amount of cooperative funds as set forth in the Project Agreement shall be the maximum commitment of either party unless changed by a formal modification prior to incurring any expense. • Work must be completed in accordance with agreed upon standards. Page 1 of 5 C17-264 S U5DA, Forest 5ervice OMB 0596-0217 F& - 15((}-9A II. PURPOSE: The purpose of this Project Agreement (agreement) is to document the parties' cooperation in the NFR 400.2 — EAGLE-THOMASVILLE ROAD RECONSTRUCTION (MP 6.80 — MP 20.80. The work is as described in the hereby incorporated Annual Operating Plan (Exhibit A), Project Details and Specifications (Exhibit B), (Project Location Map; Exhibit C), and (Financial Plan; Exhibit D), as attached. III. THE COOPERATOR SHALL: A. Perform in accordance with the Annual Operating Plan (Exhibit A), Project Details and Specifications (Exhibit B), (Project Location Map; Exhibit C), and (Financial Plan; Exhibit D), as attached IV. THE U.S. FOREST SERVICE SHALL: A. Perform in accordance with the Annual Operating Plan (Exhibit A), Project Details and Specifications (Exhibit B), (Project Location Map; Exhibit C), and (Financial Plan; Exhibit D), as attached V. IT IS MUTUALLY AGREED AND UNDERSTOOD BY AND BETWEEN THE PARTIES THAT: A. PRINCIPAL CONTACTS. Individuals listed below are authorized to act in their respective areas for matters related to this agreement. Principal Cooperator Contacts: Cooperator Program Contact Cooperator Administrative Contact Name: John Harris Name: Nicole Trujillo Address: P.O. Box 250 Address: PO Box 250 City, State, Zip: City, State, Eagle, CO 81531 Zip: Eagle, CO 81531 Telephone: (970) 328-3540 Telephone: 970-328-3540 FAX: (970) 328-3546 FAX: 970-328-3546 Email: john.harris@eaglecougly.us Email: Nicole.Trujillo@EagleCQqgk.us Page 2 of 5 S U5DA, Forest 5ervice OMB 0596-0217 F& - 15((}-9A Principal U.S. Forest Service Contacts: U.S. Forest Service Program Manager Contact U.S. Forest Service Administrative Contact Name: Miles Barkhurst Name: Clark Woolley Address: 900 Grand Ave. Address: 900 Grand Ave. City, State, Zip: Glenwood Springs, CO City, State, Zip: Glenwood Springs, CO 81601 81601 Telephone: (970) 945-3282 Telephone: (970) 945-3277 FAX: (970) 945-3266 FAX: (970) 945-3266 Email: mbarkhurst@fs.fed.us Email: cmwoolle @fs.fed.us B. In the event of a conflict between this Project Agreement and the Coop Agreement, the later shall take precedence. C. FREEDOM OF INFORMATION ACT (FOIA). Information furnished to the U.S. Forest Service under this agreement is subject to the Freedom of Information Act (5 USC 552). D. TEXT MESSAGING WHILE DRIVING. In accordance with Executive Order (EO) 13513, "Federal Leadership on Reducing Text Messaging While Driving," any and all text messaging by Federal employees is banned: a) while driving a Government owned vehicle (GOV) or driving a privately owned vehicle (POV) while on official Government business; or b) using any electronic equipment supplied by the Government when driving any vehicle at any time. All cooperators, their employees, volunteers, and contractors are encouraged to adopt and enforce policies that ban text messaging when driving company owned, leased or rented vehicles, POVs or GOVs when driving while on official Government business or when performing any work for or on behalf of the Government. E. FUNDING EQUIPMENT. Federal funding under this agreement is not available for reimbursement of Cooperator's purchase of equipment. F. PARTICIPATION IN SMLAR ACTIVITIES. This agreement in no way restricts the U.S. Forest Service or Cooperator from participating in similar activities with other public or private agencies, organizations, and individuals. G. ENDORSEMENT. Any of Cooperator's contributions made under this agreement do not by direct reference or implication convey U.S. Forest Service endorsement of Cooperator's products or activities. H. ALTERNATE DISPUTE RESOLUTION. In the event of any issue of controversy under this agreement, the parties may pursue Alternate Dispute Resolution procedures to voluntarily resolve those issues. These procedures may include, but are not limited to, conciliation, facilitation, mediation, and fact finding_ Page 3 of 5 S U5DA, Forest Service OMB 0596-0217 F& - 15((}-9A I. MODIFICATION. Modifications within the scope of this agreement must be made by mutual consent of the parties, by the issuance of a written modification signed and dated by all properly authorized, signatory officials, prior to any changes being performed. Requests for modification should be made, in writing, at least 30 days prior to implementation of the requested change. The U.S. Forest Service is not obligated to fund any changes not properly approved in advance. J. TERMINATION. Either party, in writing, may terminate this agreement in whole, or in part, at any time before the date of expiration. Neither party shall incur any new obligations for the terminated portion of this agreement after the effective date and shall cancel as many obligations as possible. Full credit shall be allowed for each party's expenses and all non -cancelable obligations properly incurred up to the effective date of termination. K. COMMENCEMENTIEXPIRATION DATE. This agreement is executed as of the date of last signature and is effective through October 1, 2018 at which time it will expire unless extended. L. AUTHORIZED REPRESENTATIVES. By signature below, the parties certify that the individuals listed in this document as representatives of each party are authorized to act in their respective areas for matters related to this agreement. This agreement shall be effective as of the date herein written and shall supersede all prior existing agreements, if any, for the same roads. 07/05/2017 JOHN HARRIS, Date ROAD AND BRIDGE DIRECTOR Eagle County, State of Colorado 07/24/2017 SCOTT G. FITZWILLIAMS, Date FOREST SUPERVISOR U.S. Forest Service, White River National. Forest 07/18/2017 JILLIAN H. RYAN, Date COUNTY COMMISSIONER CHAIR Eagle County, State of Colorado Page 4 of 5 S USDA, Forest Service OMB 0596-0217 F& - 15((}-9A ATTEST: 07/18/2017 Clerk to the Board of County Commissioners Date Eagle County, State of Colorado The authority and format of this agreement have been reviewed and approved for signature. 07/19/2017 CLARK M. WGGLLEY Date U.S. Forest Service Grants & Agreements Specialist Burden Statement According to the Paperwork Reduction Act of 1995, an agency may not conductor sponsor, and a person is not required to respond to a collection of information unless it displays a valid OMB control number. The valid OMB control number for this information collection is 0596-0217. The time required to complete this information collection is estimated to average 4 hours per response, including the time for reviewing instructions, sea rohirig existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or part of an individual's income is derived from any public assistance. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (BraIIIs, large print, audiotape, etc.) should contact USDA's TARGET Center at 202-720-2600 (voice and TDD). To file a complaint of discrimination, write USDA, Director, Office of Civil Rights, 1400 Independence Avenue, SW, Washington, DC 20250-9410 or call toll free (866) 632-9992 (voice). TDD users can contact USDA through local relay or the Federal relay at (800) 877-8339 (TDD) or (866) 377-8642 (relay voice). USDA is an equal opportunity provider and employer. Page 5 of 5 FS Agreement No. Cooperator Agreement No. 17-RO-11021500-044 NIA 6/15117 ANNUAL OPERATING PLAN (#2017-1) NFR 400.2 — EAGLE-THOMASVILLE ROAD RECONSTRUCTION (MP 6.80 — MP 20.80) EXHIBIT A E•YfI�] � ��] LTi►I�7:�./ I. GENERAL PROJECT DESCRIPTION: The U.S. Forest Service and Eagle County have determined that there is a need to reconstruct various sections of road between MP 6.80 and MP 20.80 on NFR 400.2, EAGLE-THOMASVILLE ROAD (E -T road). Reconstruction may include, but is not limited to the following activities: • Between MP 6.80 — MP 12.00, provide water tender/ roadway watering services during Forest Service road reconditioning activities, this includes coordinating with Forest Service road construction and maintenance crew during operations. It is anticipated that 2 trips per day (2 loads) will be needed. • Between MP 14.90 and 20.80, provide Ditch reconditioning, shoulder reconditioning, roadbed reconditioning, aggregate base and surfacing placement and compaction, removing and disposing of existing culverts up to 48 -inches in diameter, installing culverts up to 48 -inches in diameter, cattleguard removal and disposal, gate removal and disposal, gate installation, cleaning culvert inlets and outlets, cleaning lead -out ditches, installing drivable dips, and roadside vegetation management (brushing). • Eagle County Road and Bridge Representative(s), Miles Barkhurst, and Bret Conant will conduct a pre -work site visit prior to commencement of the project. • See Exhibit B for detailed work specifications, locations, descriptions, quantities, and estimated costs. II. PROJECT LOCATION See Exhibit C for Project Location Map. III. PROJECT SPECIFICS A. THE U.S. FOREST SERVICE SHALL: • Mark the work locations on the ground prior to commencement of project work. • Provide on-site inspections at the discretion of the project manager and perform a final inspection. • Provide a technical and administrative contact for the project (see Contact Info below III. D.). B. THE COOPERATOR (EAGLE COUNTY) SHALL: • Agree to perform all agreed upon work between MP 6.80 to MP 20.80 on NFR 400.2. • Provide all necessary labor and equipment to perform the work outlined in Exhibit B. • Provide a load tickets to the project manager for tracking quantity of aggregate hauled from commercial source(s). • Be responsible for providing and implementing all necessary erosion control materials and safety precautions, including traffic control. • Be responsible for ensuring all personnel on site follow all applicable Federal, State and local safety, fire and environmental regulations. • Notify U.S. Forest Service project manager upon completion of field work. Following this, Cooperator (or a representative) shall be available to participate in a final inspection by US FS White River engineering staff. Cooperator is responsible for complying with deficiencies noted in final inspection. • Perform work in a manner to preserve and protect roads and appurtenances, constructed features, and prevent erosion damage to roads, streams, and other Forest resources. • Re -vegetate all disturbed ground with a seed mix furnished by White River National Forest. Page 1 of 28 F5 Agreement No. Cooperator Agreement No. 17-RO-11021500-044 NIA 6115117 C. TERM OF ANNUAL OPERATING PLAN: The project work will be completed during the period starting date of final signature on Modification 1 and ending October 1, 2018. D. PRINCIPAL CONTACTS. The principal contacts for this instrument are: U.S. Forest Service Project Manager Name: Miles Barkhurst Address: 900 Grand Ave. City, State, Zip: Glenwood Springs, CO 81601 Telephone: (970) 945-3282 FAX: (970) 945-3266 Email: mbarkhurst@fs.fed.us U.S. Forest Service Administrative Contact Name: Clark Woolley Address: 900 Grand Ave. City, State, Zip: Glenwood Springs, CO 81601 Telephone: (970) 945-3277 FAX: (970) 945-3266 U.S. Forest Service Technical Contact Name: Bret Conant Address: 900 Grand Ave. City, State, Zip: Glenwood Springs, CO 81601 Telephone: (970) 945-3288 FAX: (970) 945-3266 Email: bconant@fs.fed.us Cooperator Project Contact Name: Jahn Harris Address: P.O. Bax 250 City, State, Zip: Eagle, CO 81631 Telephone: (970) 328-3540 FAX: (970) 328-3546 Email: john.harris@eaglecounty.us Cooperator Administrative Contact Name: Nicole Trujillo Address: PO Bax 250 City, State, Zip: Eagle, CO 81631 Telephone: 970-328-3540 FAX: (970)-328-3546 Email: Nicole.Trujillo@EggleCounty.us E. FINANCIAL PLAN: Attached is a Financial Plan identified as Exhibit D for Agreement No.17-RO- 11021500-044 and this Annual Operating Plan (#2017-1) for the project work shown above. Page 2 of 28 FS Agreement No. Cooperator Agreement No. 17-RO-11021500-044 EXHIBIT B PROJECT DETAILS AND SPECIFICAITCNS NIA 6/15117 Title 1. Specifications far Traffic Control Pages 1 2. Specifications for Control of Noxious Weeds 1 3. Forest Service Road Reconstruction FP -a3 Supplemental Specifications 18 4. Government Estimate 1 5. Estimate of Quantities, Work Description, and Project Drawings 7 Page No Description 1 Estimate of Quantities 2 Work Description 3 Drainage Structure Installation, Culvert 4 Drainage Structure Installation, Drivable ❑i 5 Road Reconditioning 6 Cleaning Culverts in Place 7 Road Structure Terms Standard and Supplemental Specifications for FP -03 applicable to this agreement. Visit https:Ilflh.fhwa.dot.gov/resources/specs/ip-031 for the FP -03 specifications. The Forest Service Supplemental Specifications to the FP -03 are list are physically attached and take take precidence over the FP -03 specificaitons. Page 3 of 28 FS Agreement No. Cooperator Agreement No. SPECIFICATIONS FOR TRAFFIC CONTROL 17-RO-11021500-044 NIA 6/15117 This work consists of controlling and protecting public traffic adjacent to and within the project. Perform work in a manner that ensures the safety and convenience of the public and protects improvements and facilities adjacent to the site. Accommodate public traffic on roads adjacent to and within the project until the project is accepted by the U.S. Forest Service. A. Maintaining roadways during work. a. Maintain a dust -free traveled way such that visibility and air quality are not affected. This work shall be considered incidental to the project. b. Maintain the roadways in a safe and acceptable condition, during work and during periods when work is not in progress. B. Limitations on Construction Operations: a. Operate equipment in the direction of Traffic, where applicable. b. Any staging areas shall be as designated by the U.S. Forest Service Roads Manager. C. Accommodating Traffic During Work. a. Traffic control plan shall conform to the current edition of the Manual on Uniform Traffic Control Devises (MUTCD). b. Closures up to 2 hours are allowed. c. Coordination with the White River NF Project Manager will be required. D. Temporary Traffic Control. This work consists of furnishing, maintaining, relocating and moving temporary traffic control devices for the control and protection of traffic through the project. a. All traffic control devices shall conform to the current edition of the MUTCD. b. All devices and signs shall be type III, VII, or VIII retroreflective sheeting. c. Flaggers, if required, shall be certified by American Traffic Safety Services Association (ATTSA), National Safety Council (NSC), a state agency, or other acceptable organization. Use type III, VII or VIII retroreflective sheeting on flagger panels. Do not use flags. E. Traffic and Safety Supervisor. Provide a traffic and safety supervisor who is certified by a state highway agency or other acceptable certification program. Furnish the supervisor's name, address, 24-hour telephone number prior to the start of the work. At all times, during the project, including periods of suspension and shutdown, perform all of the following: a. Implement traffic control plan. b. Ensure the condition and placement of traffic control devices in use. c. Immediately correct deficiencies. Page 4 of 28 FS Agreement No. Cooperator Agreement No. SPECIFICATIONS FOR CONTROL OF NOXIOUS WEEDS 17-RO-11021500-044 NIA 6/15117 For work on National Forest System lands, use a washing system that traps all wash water and either stores it for removal from National Forest System lands or recycles the water for continued use. If the equipment recycles the water, provide adequate filters for seed removal. Dispose of the filter material and removed seeds in an approved manner. Do not mix soaps, detergents, or other chemicals with the wash water. Washing. Wash the sides, tips, and undercarriages of all construction equipment. Remove all seeds, plant, plant fragments, dirt, and debris from the construction equipment. Inspection. Inspect the washed construction equipment, including the undercarriage, to ensure that the washing removed the dirt, debris, and seeds from the construction equipment. Rewash the construction equipment as necessary or as directed. Provide wee -free certification for all organic erosion control products and materials utilized in the course of work. These products mat include, straw bales, waddles, etc. Page 5 of 28 FS Agreement No. Cooperator Agreement No. Table of Contents 17-RO-11021500-044 NIA 6/15117 Tableof Contents............................................................................................................................ 6 243 - Removal of Structures and Obstructions............................................................................... 7 203.03 Salvaging Material......................................................................................................... 7 203.05 Disposing of Material.................................................................................................... 7 209 - Structure Excavation and Backfill ......................................................................................... 8 209.10 Backfill ............................................................................................................................ 8 209.11 Compacting..................................................................................................................... 8 Table 249-1 Sampling and Testing Requirements...................................................................... 9 303 - Road Reconditioning........................................................................................................... 10 322 - Minor Aggregate Courses.................................................................................................... 14 602 - Culverts and Drains............................................................................................................. 17 602.43 General.......................................................................................................................... 17 625 - Turf Establishment.............................................................................................................. 18 625.03 General.......................................................................................................................... 18 625.07 Seeding. (a) Dry method............................................................................................... 18 625.47 Seeding. (b) Hydraulic method..................................................................................... 18 Table 625-1. Fertilizer Application Rate.................................................................................. 18 Page 6 of 28 FS Agreement No. Cooperator Agreement No. 17-Ro-11021500-044 233 - Removal of Structures and Obstructions 203.03 Salvaging Material. Delete this subsection and add the following: NIA 6/15117 2D3.Do_D1_us_IOL_ 11_2006 Unless shown on the plans, remove all designated material from the project area and National Forest land. 203.05 Disposing of Material. (a) Remove from project. Delete this paragraph and add the following All removed material may be salvaged by the Contractor unless otherwise shown on the plans. Dispose of all items not designated to be salvaged for the Government in any legal manner. Page 7 of 28 FS Agreement No. Cooperator Agreement No. 17-RO-11021500-044 299 - Structure Excavation and Backfill 209.14 Backfill. (a) General. Add the following: NIA 6/15117 209.10_nal _us_10_23_2007 Replace any pipe that is distorted by more than 5 percent of nominal dimensions, or that is ruptured or broken. Do not place or backfill pipe that meets any of the following conditions until the excavation and foundation have been approved in writing by the CO: • Embankment height greater than 5 feet at subgrade centerline. • Installation in a protected streamcourse. • Round pipe with a diameter of 48 inches or greater. • Pipe arches with a span of 50 inches or greater. • Any box culvert of structure other than pipe culverts. (b) Pipe culverts. (1) Pipe culverts with compacted backfill. Add the following: Excavate an area on each side of the pipe as needed to effectively achieve compaction requirements. Backfill without damaging or displacing the pipe. Complete backfilling of the trench with suitable material. 209.11_nal _us_02_24_2005 209.11 Compacting. Delete the subsection and add the following: Compact backfill using designated compaction method A, B, or C: Method A. Ensure that backfill density exceeds the density of the surrounding embankment. Method B. Adjust the moisture content of the backfill material to a moisture content suitable for compaction. Compact each layer using appropriate compaction equipment until visual displacement ceases. For compaction under sections 252, 254, 255, 257, 258 and 252 compact with a vibratory steel wheeled roller with a mass of at least 8 tons. Page 8 of 28 FS Agreement No. Cooperator Agreement No. 17-RO-11021500-044 NIA 6/15117 Method C. Determine optimum moisture content and maximum density according to AASHTD T 99 method C. Adjust the moisture content of the backfill material to a moisture content suitable for compaction. Compact material placed in all layers to at least 95 percent of the maximum density. Determine the in place density and moisture content according to AAS HTO T 310 or other approved test procedures. Table 209-1 Sampling and Testing Requirements Add the following: (2) Compaction methods (A) and (B) do not require AASHTD T-99 or T-310 test methods for foundation fill. Page 9 of 28 FS Agreement No. Cooperator Agreement No. 303 - Road Reconditioning Delete Section 343 in its entirety and replace with the following_ Description 17-RO-11021500-044 NIA 6/15117 303.Do_v l _w-10-11 _2006 303.01 This work consists of reconditioning ditches, shoulders, roadbeds, parking areas, turnouts, approach road intersections, cattleguards, asphalt surfaces and aggregate surfaces. Construct outslopes, clean and maintain all roadbed drainage structures when shown on the plans. Material 303.02 Conform to the following Subsection: Water 725.01 Construction Requirements 303.03 Ditch Reconditioning. Remove all slide material, sediment, vegetation, and other debris from the existing ditches and culvert inlets and outlets. Reshape ditches and culvert inlets and outlets to achieve positive drainage and a uniform ditch width, depth, and grade. Dispose of waste as shown on the plans. 303.04 Shoulder Reconditioning. Repair soft and unstable areas according to Subsection 204.07. Remove all slide material, vegetation, and other debris from existing shoulders including shoulders of parking areas, turnouts, and other widened areas. Dispose of waste as shown on the plans. 303.05 Roadbed Reconditioning Repair soft and unstable areas according to Subsection 204.07. Remove all organic, deleterious material larger than 6 inches from the top 6 inches of subgrade. Dispose of waste as shown on the plans. Scarify, rip and shape the traveled way and Page 10 of 28 FS Agreement No. Cooperator Agreement No. 17-RO-11021500-044 shoulders at locations and to the depth and width designated on the plans. Remove surface irregularities and shape to provide a uniform surface. Dispose of rock larger than 4 inches brought to the surface during scarification in areas designated on the plans. NIA 6/15117 For portions of roads not requiring scarification, the roadbed may contain rocks larger than 4 inches provided they do not extend above the finished roadbed surface. Reduce in place or remove rock extending above the finished roadbed surface. Dispose of removed rock in areas designated on the plans. Compact using the following method as specified: (a) Compaction A. Operate equipment over the full width. (b) Compaction B. Operate rollers over the full width of each layer until visual displacement ceases, but not fewer than three complete passes. Use rollers that meet the following requirements: (1) Steel wheeled rollers, other than vibratory, capable of exerting a force of not less than 250 pounds per inch of width of the compression roll or rolls. (2) Vibratory steel wheeled rollers equipped with amplitude and frequency controls with a minimum weight of 6 tons, specifically designed to compact the material on which it is used. (3) Pneumatic -tired rollers with smooth tread tires of equal size that will provide a uniform compacting pressure for the full width of the roller and capable of exerting a ground pressure of at least 80 psi. 303.06 Aggregate Surface Reconditioning. Repair soft and unstable areas to the full depth of the aggregate surface and according to Subsection 204.07. Scarify to the depth of the aggregate Page 11 of 28 FS Agreement No. Cooperator Agreement No. 17-RO-11021500-044 NIA 6/15117 surface or to a depth of 8 inches, whichever is less, and remove surface irregularities. Reshape, finish, and compact the entire aggregate surface according to Section 308. 303.07 Roadway Reconditioning. Perform all the applicable work described in Subsections 303.03 through 303.06. Maintain the existing cross slope or crown unless otherwise shown on the plans. Establish a blading pattern that will retain the surfacing on the roadbed and provide a through mixing of the materials within the completed surface width. Blade and shape the subgrade for both surfaced and unsurfaced roads when moisture content is suitable for compaction. 303.08 Pulverizing. Scarify the surface to the designated depth and width. Pulverize all material to a size one and one half times the maximum sized aggregate or to 11/z inches, whichever is greater. Mix, spread, compact, and finish the material according to Section 341. 303.09 Acceptance. See Table 303-1 for sampling and testing requirements. Road reconditioning work will be evaluated under Subsections 106.02 and 146.44. Measurement 303.10 Measure the Section 303 items listed in the Schedule of Items according to Subsection 109.02 and the following as applicable. Measure ditch reconditioning and shoulder reconditioning by the mile, by the station or foot horizontally along the centerline of the roadway for each side of the roadway. Measure roadbed reconditioning, aggregate surface reconditioning, roadway reconditioning, and pulverizing by the mile, by the station, or by the square yard. Payment Page 12 of 28 FS Agreement No. Cooperator Agreement No. 17-RO-11021500-044 NIA 6/15117 303.11 The accepted quantities will be paid at the contract price per unit of measurement for the Section 343 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05. Page 13 of 28 FS Agreement No. Cooperator Agreement No. 322 - Minor Aggregate Courses Description 17-RO-11021500-044 NIA 6/15117 322.Do_nal _us_1D_14_2D11 322.01 This work consists of constructing one or more courses of aggregate on a prepared surface. Work includes producing aggregate by grid rolling, screening, or crushing methods, or placing pit -run or Government -furnished aggregate. Material 322.02 Conform to the following Subsections: Aggregate CDDT Class 3 & Class 5 Water 725.01 Construction Requirements 322.03 General. Prepare the surface on which the aggregate course is placed according to Section 204 or 343 as applicable. Request approval of the roadbed in writing before placing aggregate. Develop, haul, and apply water in accordance to Section 170. No quality requirements or gradation other than maximum size will be required for pit run and grid -rolled material. For grid rolling, use all suitable material that can be reduced to maximum size. After processing on the road, remove all oversize material from the road and dispose of it as directed by the CO. If the aggregate is produced and stockpiled before placement, handle and stockpiled according to Section 320. Establish stockpile sites at approved locations. 322.04 Mixing and Spreading. Mix the aggregate and adjust the moisture content to obtain a uniform mixture with a moisture content suitable for the specified compaction method. Spread and shape the mixture on the prepared surface in a uniform layer with no segregation of size, and to a loose depth that will provide the required compacted thickness. Page 14 of 28 FS Agreement No. Cooperator Agreement No. 17-RO-11021500-044 NIA 6/15117 Do not place in layers exceeding 6 inches in compacted thickness for aggregate base and surface courses or twice the maximum particle size for screened aggregate. When more than one layer is necessary, compact each layer according to Subsection 322.05 before placing the next layer. Route hauling and leveling equipment uniformly over the full width. When placing aggregate over geotextile, place aggregate in a single lift to the full depth specified. 322.05 Compacting. Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, and all places not accessible to the roller, compact the material with approved tampers or compactors. Compact the aggregate using one of the following methods as specified: Compaction A. Operating spreading and hauling equipment over the full width of the travelway. For all compaction methods, blade the surface of each layer during the compaction operations to remove irregularities and produce a smooth, even surface. 322.06 Construction Tolerance. If grade finishing stakes are required, finish the surface to within ±0.10 feet from staked line and grade elevation. If grade finishing stakes are not required, shape the surface to the required template and check the surface with a 10 -foot straightedge. Defective areas are surface deviations in excess of 112 inch in 10 feet between any two contacts of the straightedge with the surface. Correct all defective areas by loosening the material, adding or removing material, reshaping, and compacting. Ensure that the compacted thickness is not consistently above or below the specified thickness. The maximum variation from the compacted specified thickness is 1/2 inch. Ensure that the compacted width is not consistently above the specified width. The maximum variation from the specified width will not exceed +12 inches at any point. 322.07 Maintenance. Maintain the aggregate course to the correct line, grade, and cross-section by blading, watering, rolling, or any combination thereof until placement of the next course. Correct all defects according to Subsection 322.06. 322.08 Acceptance. CDOT Class 3, CDOT Class 6. Page 15 of 28 FS Agreement No. Cooperator Agreement No. Measurement 322.09 Measure the Section 322 items listed in the bid schedule. Payment 17-RO-11021500-044 NIA 6/15117 322.10 The accepted quantities will be paid at the contract price per unit of measurement for the Section 322 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. Page 16 of 28 FS Agreement No. Cooperator Agreement No. 662 - Culverts and Drains 602.03 General. Add the following: 17-RO-11021500-044 NIA 6/15117 W2.v3_nal _u_v9_vb_zvos Ensure that the final installed alignment of all pipe allows no reverse grades, and does not permit horizontal and vertical alignments to vary from a straight line drawn from center of inlet to center of outlet by more than 2 percent of pipe center length or 1.0 feet, whichever is less. Page 17 of 28 FS Agreement No. Cooperator Agreement No. 625 - Turf Establishment 625.03 General. Delete the first subsection and add the following: 17-RO-11021500-044 NIA 6/15117 625.03_nal _us_02_25_2005 Apply turf establishment to finished slopes and ditches between and . Do not seed during windy weather or when the ground is excessively wet, frozen, snow covered, extremely dry, cloddy, hard pan, or is otherwise untillable. 625.07_nal _us_02_25_2005 625.07 Seeding. (a) Dry method. Remove the last sentence "Lightly compact the seedbed within 24 hours after seeding" 625.07 Seeding. (b) Hydraulic method. Add the following: Apply fertilizer conforming to Subsection 713.03 at the rates shown in Table 625-1. Fertilize areas inaccessible to hydra -type equipment by hand. Table 625-1. Fertilizer Application Rate. Type Quantity per Slurry Unit lbs lbs Apply the seed mixture at the rate of kilograms of live seed per (hectare/slurry unit). Include a tracer material consisting of either wood fiber mulch or grass cellulose fiber mulch to provide visible evidence of uniform application. Add the tracer to the slurry at a rate of (400 pound per acre or 100 pound per slurry unit). Seed areas inaccessible to hydra -type equipment by hand. Page 18 of 28 FS Agreement No. Cooperator Agreement No. N M 41111.2 - FAC1.F-THOMA5NULF ROAD RFCOhSTR1:CT1ON 1 M P 6.811- M P 211.811) C --M Frtlma Pw Ram D-ripdw PSTLdt holm Vd1Cort TOW Cort 20301 R—ldstu:asres and obay.y 1-d dA LURPSun 1 5211515.00 T2MM 30326 Rndre Ml 3 SlAn.a) SL2AO.O0 Aggreg-bue,3..h. x,culpacdm-dwdA 32311 Tm 210 59OP7 Sy300.00 32319 Aggreg- vrra. corse, L i hmax. -q�-ncdu,dA TM 274 x3000 SAO 6OA1 181nhP4.cuNen F:an 210 x2400 5$760.00 60709 Cl.cuhrans in Lu Slim ^_ 51[1).00 sl,2M.a) 6L902 cwt .—..d— F'a.n 51�A0 51COLO ru Yll &c nciluxt la] n. ri n.1 ss7aoo M5.(111 17-RO-11021500-044 NIA 6/15117 TOTAL x29.93500 NOTF'_4 TOTAL COST $29.935.110 k.mdW*— r>mnuMntsmsn—o3roxWa weednfcvstivw shllhc trend ryix n Casdngdic 2- 2) d,*L, rca.2-)1x1d,*LgaM waurig may b2 makil Yu lwlx 30326, 3220L and 32319. Whc -LA,mNai m' d F:ac.I Aanl., src I.� R&'@ -.d a W appmrad by Ile Forest Se— p- a usa. 3]wak AasUv nI U—i* I i cs and coos are aWxnup, a xl are.6*1 w dung A-ag,.—seg d1ryrI hp -h, LSFS FnFlneerLsg Cmu Au Pmjed Work (lint Tnduded In Wods Fidn m ) P.6norery FLu-k, llxtt'in I �.vnl lm -S) 10% SI -9911A) C.mvu tion F]F in:o'uFllzn �m .f rc..mw.u,m aritil .5`32 51;197A) TOTAL $4,491.00 Page 19 of 28 T-1-6.1cw Twliemcou %Lhor Lahu Dosis Rgslpnen oosas per tem Noes mm m.enh 4000% x800A0 SL2AO.O0 MOO $2000A0 4000% $z40O-00 $3fiMO0 513200 $6000.00 Cash-- - 3100% rein61rsemen ra $LL025O $201.50 53,LSILOOaggregale x3117000 Cash-- - 3100% rein61rsemen ra SLA385O 52,673250 $4,11O0oaggreg. x111000 Nm Cash 4000% Oyer-. 5S76A0 $860.00 $4,3ZQOOF-.kdCubrcns SLA40A0 •171)]% WHO 5721LO0 50.07 sl,2M.a) 4a00% $100) $30000 Sa07 517).7) Cash—flwk. 4100% rc im1-- r. $L70 $3.30 519W wrd-rrcc straw. SSW $6959.70 SI 111639 SLL,629.00 TOTAL x29.93500 NOTF'_4 TOTAL COST $29.935.110 k.mdW*— r>mnuMntsmsn—o3roxWa weednfcvstivw shllhc trend ryix n Casdngdic 2- 2) d,*L, rca.2-)1x1d,*LgaM waurig may b2 makil Yu lwlx 30326, 3220L and 32319. Whc -LA,mNai m' d F:ac.I Aanl., src I.� R&'@ -.d a W appmrad by Ile Forest Se— p- a usa. 3]wak AasUv nI U—i* I i cs and coos are aWxnup, a xl are.6*1 w dung A-ag,.—seg d1ryrI hp -h, LSFS FnFlneerLsg Cmu Au Pmjed Work (lint Tnduded In Wods Fidn m ) P.6norery FLu-k, llxtt'in I �.vnl lm -S) 10% SI -9911A) C.mvu tion F]F in:o'uFllzn �m .f rc..mw.u,m aritil .5`32 51;197A) TOTAL $4,491.00 Page 19 of 28 F5 Agreement No. 17-RO-11 021 500-044 Cooperator Agreement No. N/A 6/15117 Page Iaa1Pawq 1' FR 40111.2 – F --,(;[,E. I MOM:%SV I LLE ROAD REDO N S'IN I U I' 10-N (MP &NO -NIP 20.911) ¢. ul wle of Quanl hies 1'a. firm Dewrl nivn Pas I WIT Fn Ns Now Raid \umhe 4W.2 Pr jeel Lxnglh [mites): 8-95 CLkh-I argil celtkgl d ranrord mxl (Ep<.x:d i. 20301 Aenxsr•al orsmctures and obamclims,dLpoal nxihod A L1 psntn I ne.de.W to this ilcm. I—ti— staked b5' FS prior to remiwal. Walerilg, Leadout diuh clawing acid driveable 00.12o Kard FocciiAtiaung Ml 3 dip=c lmctiuv twallution is iuddentd to 9uS item 32201 Aggregate base, 3 inch max, compaction method A Tcn 210 C71k7f Class 3, coFmncrciul smsoe. M209 Aggegale surface cause. i inch max., crugmotion ntetlK i A Tan 274 CLOT Clas: S. wrmn ial sorscr. 60201 18 mch Pipe cnlVert Foot 240 4overrrnxTl linrushcd Culverts stokcd by FS prior to instal. 60709 Clealling culverts in Oace Lrun Som 1'- Catchha m inlet, and dn. 61902 crate, ren -d Feat F,ach I Gate 10 tiNi slakrd by FS off to insudh Weed•fr a mldch cerotied by the Colaodo Ixparnm l of Agriculture is requima. Forest 02501 Secdirg, method (a) ... .. ,.; I Service shall appFmc weed -free mulch c ni hcutc prior to traaspnrt oma NFS 6 ds. Fc cst Service shall furnish -6 weed -free native glass seed. Page 20 of 28 F5 Agreement No. 1 i-RO-11 021 500-044 Cooperator Agreement No. N/A 8115117 Pa¢e I u1:d Punk.. NF'R 400.2 - EAGLF-THDMASVILLE ROAD RECONSTRUCTION (W 14.90 -MP 23.46) ',Fork Tlexrnf ptl on Road 400.2- 0'a 81t: I'homaxWlle Rodd 'I'ernnlnl NP 14341- 23.46 Length 43.56 miles SIMI— nr 1i [I a Pa xt D scrip dun Pry Item ?9ulex pmvide water lender road y wazering seruicex for Forert Service mad r.econdil in n ing.rctivities 6.80.12.00 hctw Cn MP 6.80 and 12.00. 30326 Coonfin ate wi[h F8, 2 Tripe. Day anti4 atcd 14.90 Cle- 38"CMP 607119 15.2a Clem. 18" CMP 60709 'I"eleph one lin, hazard (Call fnr locate). 15.30 1, Icon 18"UMP 60709 TrlcpELo e l unc lnazurd(call fur]ceW ej. 15,3!1 - 13.5!1 f'lacc aggrcgatc cnrfacinga &ca. natcdtncarinnahc[wccn 15.30 and 15.$0. 3220'9 4" coat pae}ed depth, 20% Compaction fae[or ralc,u Lau ed for rpnwn[i[u•a. 15.•10 C I— i8" CMP 60709 Telephone line has nrd (c nll for lncate). 15.80 Clean i8" CMP 60709 TCICphonc lure hoard (crdl for ICCs C). 17elo C 117an 18" CMP 60709 Telephone line I.n wd (call for locate). t 7.3 - 20.80 Place agere)ewe have w dreigriaied ]ucaf ions 6rlweon 17.30 and 20.80. 32201 6" compacted depth, I a% comp:rtion factor calculated into quantities. 17.3 -'20.90 Place aggregalu -f- W dcmgn ated local ious he[ween 17.30 and 28.80. 32209 '1" cumpaciud dcp th. 20% con.Pxctian IuIvr calcu Ld ed inlu yu Lau Lil i ua.17.3-20.80 17.3-20.80Roadbed. slew ldcr mrd ditch recendil-mg W desinngnW ed lucafiwa Lelween 17.30 and 20.80. 30326 Com pan with ltau ling and spreading equipment. 18.70 Clean 18" CMT 60709 'I-CICph nor line lnvrsrl (CAI tis locale). 19.00 illcan I g,r h1P 60709 Telephone line humd (ccdl for locate). 19.40 Remove 18" x 40' Chip 20301 Telephone line hoz nrd (Cal] fnr tncate). 19.40 In rinll 18" x 411'(.'MP 20.301 (fwemm ent Finn shed. Tel ephnne line heard (call fnr heart). 19.90 Remove and dip- e Caine nand 20301 Tcleptnunr lure 1-1 (Calf far fucalc). 19.33 Ctcmn 18" CMT 60709 Teleph ant line Iu wd (call for locate). 19.60 Clean Ieadmnt ditch 30326 Tclephonr lure Ince Lard (ea]] Fur lceW e). 19.70 Clem. 18" CMP 60709 Telephone line hazard (call for locate). 19.80 Inn Mall 18" x 40' CMP 60301 Gm C=I CELL Furan ishud. Tcicpinunt lore hurard (call for locate). 19.90 Remove and dispose cattle uwd 20301 TcICplwnu lura• hazard (call for Iocalc). 20.00 Install 18" x 40, CMP 60201 Gw erurn c"L i•urn Wh Cd. ICICR]nuELC line• hazard (Ca11 for lova[ r). 20.10 clean Icadw[ dikh 30326 TclepEnonc lure homed (call for IUCW r). • 20.2' Rrnnwr and resr[Ratr 20301 C-'MnnrrlL Furnished. Telepinuue lore homed (call fur 1.e de). 20.30 Ire Mull 18" x -10' CMP 60201 Co.•cmnnuuL Furnished. Telcphoue Linc hazard (cull kor IucW e). 20.40 In stall 18" x 10' Elm], 60201 C.wemment Fnnmishcd. "rcicpl.nnc line hazard [call fur local r). 20.50 f7lcan 18"[71,11' 60709 Telephone line hazard (c all for locate). 20.60 Install 18" x 401 CMP 60201 G overam ent Turn iib ed Telephone line hazard {call &r Intatey. 20.65 !.'lean 38"CMP 60709 Trlcph one l unr I.-Wd(10 lar lied r). Page 21 of 28 F5 Agreement No. Cooperator Agreement No. 1 i-RO-11 021 500-044 60201 —DRAINAGE STRUCTURE INSTALLATION. CULVERT �- TPEnnI •mml ACGREREW COMM IAPRWE� OADMYVAMC _ RUNCLA3 IXO GOM OR — uNCLaszreB eoaeow � — — 10� MiH. EP -0.1 S 209 OR h5 DIRE= CU LVENT FP -03 9MK)N 200 fb1P E0 LOOSE 9EOOI-G n6CKKIESS FP -03 'SECTION 7p9 6' W. C, C MB FlLL AS IECBREO FP -03 7ECIIp1 2M NOTES• E CAI u cRMlullV! MNCRf1L AM1' x LISCO FaR E�OI ACIm g�rcnLL warm CD .PPROWs 2. L=E: GRWILILAP FILL MIL VE ROMLY ULM 10 FlF BUFTOM OP PIPE. a.rcTAC PIPE I0 peVL SFYRL BE CEP07 iE0 /Fq OOMF 1CIm µ7ERµgTELr ON OPPOSRE 'SIDES OF A, PROVIDE N TM AND k4BRAT0 RF COMPACTEIN FOR FL.L WOERMS. Page 22 of 28 N/A 8115117 T.ul Paye Paye FS Agreement No. Cooperator Agreement No. 17-RO-11021500-044 EXCR404Tm IXMTHG Df6TBIC WVERYY Ro1u ROAD tVfBLI GRADE ORVE 4' SilSif� ' NOTE$ 1. EIOR MOM OER'EM Wi BE F AT TW INLET OR T NATEABSR ATO Sf L SLOE vz% w EM1G ATE O mN r T YIK oN cr. 2. T1[ 0;RR ~0 SI E?TENO M.ROSS T�1E EW*E YAOTi OF THE Rare ABD OrtLWE ] IERJ oR ON PE W iNRpER M CONOmOn b. IMIERIAL BE girLL 8E PLPtm TD FORM A SMOOIFI ORMOBLE T`lbW81110R. Page 23 of 28 NIA 6/15117 T.I.1 P.R� NwR F5 Agreement No. Cooperator Agreement No. 1 i-RO-11 021 500-044 30326 ROAD RECONDFTIONING IIFAVCLEO V-04 g R RGrmE h41TERYL y LARGER THPM `Jg �rwnM Raga l Suf6ACE RNO {' L Roon >out<F — slouLDExs. ME 861-1 ROAOMUCIME RETAWE ALL M11 TERMS >� REMO SURFACE DRAINLIOF OITDFI iRRECIILV+m RES 0859T?V TIDN$ NOTE 1. SCAPIF R040GE0 TO A DEPTH OF 8", PE14WE ALL SIIWME IRREGULARITIES, SHAPE AND COMP WITH HHAM EARPHEMT TO PROVIDE A I,"FVRY 'yuiFA E. ? REHWE ALL OI WW_ OEIETERIORUS. OR OVERSIZE WTER%L LAROFA WIM 4- FROM THE POAD SURFACE IM S100LBEREL 3. DITCH DEPTH 144 ML A$ FLIED FROM THE FARFACE OF THE INOMLBER EDGE. L NO OBSTAVCTEM TO ROAM IN DITCH AREA INCLUDIT C FORESIOPE, BOUTON, AND BOOM THIS INCLUDES ALL TREES. SUMPS. SMFTUES AND 1101ABER5. (NATIVE GRASSES ENA 5 EiAcVs101'E UTi11 IS Vi'PUHLE AND HEIGHT IS EOWL TIT THE HET" OF THE FORFSLOPE. Page 24 of 28 TWA 8115117 T.ul Paye Paye F5 Agreement No. 1 i-RO-11 021 500-044 Cooperator Agreement No. N/A 8115117 �I+iQ�Q� ��YI►t1►:T�l� NOTE I O"NACE STRUCTLMM FOR THS REN INCLUCM E COLM7M FF AND GIMLET CHANNELS. GATQ4 BOOM AIU TWEIR APPVRTETyAAGM RSLIDE OR SWUO � N WCHLINE Ta HE COMPLEICLT RCMO & 3. DEBRIS TO BE R{ AMW A MRAWM UCrERNAL HORQOWAL DUUNCE OF W IN ANF OIRECFION FROM THE; MEF AM OIfILEf ENO AND A MSM INIERIAL OIBW16E OF ]' ERC. -G W ANO O " POS EOR COLYlRT3. a. �RpTECT Aryr pomp R� H QR aT INLET A ! OMTIEF. Page 25 of 28 EN611I1y LLNCI�LBPE L1�K CEBR16 LULVERi SECTION A—A T.ul Paye Paye RaO sm iPF�Pd A.[R'E FS Agreement No. Cooperator Agreement No. RIGFR OF WAY I F f��C�R� iRal/ELEO w.AY d' RO'O9m 7IIOTC 1. TUR*ON4 ARE ffILLDDFD A TRE TR.yAM Off, Z. OROS Rif. ri� /d1[ YDP� d1O[ 5E11P[ TO 011CR o '"' PR99R.T. .x MW SLOPE OF DITCH TO RE 1µ.2X AND WV W =PERK WRH FOREGI EWCE APMCG . i. WCH 003M IN UsL !2 teff ERON IW URFA E OF THE S QULOER EXC. 0. .w9APC OR F1FypRey �w FtimuGn Cuwllww Page 26 of 28 17-RO-11021500-044 F1LL SLOPE R6C0 SIDE NIA 6/15117 Tow] P.E. Nwp FS Agreement No. Cooperator Agreement No. EXHIBIT C PROJECT LOCATION MAP 17-RO-11021500-044 N/A 6/15/17 Nt-K 4UU.1— tAL3Lt- I I-IUMASVILLt KURU KLUUNS I KUU I IUN [MV t7.UU — MV ZU.YUj MAF -ORAD `. I VF SYLVAf AK PETER � -, J �'y S ST P� �rr `416 - :AUT ' r res ti �� "f'C C , �r 1 If1 @ lesf CHART - . bin J 3� 1��N�i r� � �F jr_ Cr �� ` 12050 � 1:t L nor, 1 �� ❑kes rO�lrad Cr 1 g • BiPlirlgs 1 G 1 00 �Cr , 1,6 r2 _3 -)4 9 ` 15 �� Cro ed C r' Res a ! n _ fs~ ' EAGLE Cayate�^ q 5 fit eo Park21 LA LE Mr ' rt Thomas a 11977 y s. ci 1 JilTi �7 t . HAfi�roN , 34ti�'r� urnt 2 r U' s. PELLIL"MUM Mrn .` n a s® it A.LE 95 itArc „7 ■ d I'fir , BES HAMA r � 13 � .. � � u Region 2 Supefviso r -'Forest. and District offices Legend 0 0.5 1 2 3 4 4 Work Item Locations WMMMMMMM"Miles —-:IVFSR400 2 Page 27 of 28 FS Agreement No. Cooperator Agreement No. EXHIBIT 0 FINANCIAL PLAN 17-RO-11021500-044 NIA 6/15117 Attachment: I EXHIBIT D USFS Agreement No.: 17-RO-11021500-D44 Mod. No.: I NIA - Project 1 Cooperator Agreement No.: Note: This Financial Plan may be used when: (1) No program income isexpected and (2) The Cooperator is not giving cash to the FS and (3) There is no other Federal funding Agreements Financial Plan (Short Form) FlnanclaI Plan Matrix: Note: All columns may not be used. Use depends on source and type of contribution(s). FOREST SERVICE CONTRIBUTIONS COOPERATOR CONTRIBUTIONS (a) (b) {c] (d) Cash COST ELEMENTS Direct Casts Noncash to Cooperator Noncash In -Kind (e) Total Salaries/Labor $4491.00 $r'1 '1.'•[1 S(l.(X) $0.00 $11,450.7 Travel $0.00 $0.00 $0.00 $0.00 $0.00 Equipment $0.00 $11,346.30 $0.00 $0.00 $11,346.30 Supplies/Materials $4,369.00 $7,260.00 $0.00 $0.00 $11,629. Printing $0.00 $0.00 $0.00 $0.00 $0.0[. Other $0.00 $0.00 $0.00 $0.00 $0.0f Other 1 $0.00 Subtotal I $8,86C).A $25566 $0. $0.00 $34,426. Coop Indirect Costs FS Overhead Costs Total $0. $8,860. $25566 $0. $0.00 $0. $0. Total Project Value: $34,426. Matching Costs Determination Total Forest Service Share - {f} (a+b) + (e) = (t} 100.00°1 Total Cooperator Share (g) (c+d)+(e)=(g) 0.00% Total (f+g) _ (h) (h) 100.003 Page 28 of 28