BOARD OF COUNTY COMMISSIONERS SARPY COUNTY, NEBRASKA

BOARD OF COUNTY COMMISSIONERS SARPY COUNTY, NEBRASKA RESOLUTION APPROVING AND AUTHORIZING CHAIR TO SIGN THE INTERLOCAL COOPERATION AGREEMENT WITH THE CITY OF BELLEVUE FOR FEASIBILITY STUDY FOR IMPROVEMENTS TO 36 STREET- HIGHWAY 370 TO CORNHUSKER ROAD WHEREAS, pursuant to Neb. Rev. Stat. 23-104(6), the County has the power to do all acts in relation to the concerns of the County necessary to the exercise of its corporate powers; and, WHEREAS, pursuant to Neb. Rev. Stat. 23-103, the powers of the County as a body are exercised by the County Board; and, WHEREAS, the Interlocal Cooperation Act of the State of Nebraska, Neb. Rev. Stat. 13-801 et seq., enables separate political subdivisions of the State to cooperate on the basis of mutual advantage to provide for joint undertakings, services, and facilities, in a manner and pursuant to forms of governmental organization that will accord with best geographic, economic, population, and other factors influencing the needs and developments oflocal communities; and, WHEREAS, the population growth in the area of 36th Street between Highway 370 and Cornhusker Road has created a need to conduct a feasibility study to determine whether the area of roadway should be expanded to a four-lane facility; and, WHEREAS, it is in the best interests of and would be mutually advantageous to both Sarpy County and the City of Bellevue to conduct such feasibility study at this time; and, WHEREAS, an Interlocal agreement has been proposed to outline the respective responsibilities of Sarpy County and the City of Bellevue regarding such feasibility study of 36th Street from Highway 370 to Cornhusker Road, as attached hereto; and, WHEREAS, it is the desire of Sarpy County to approve said Inter local Agreement. NOW, THEREFORE, BE IT RESOLVED BY THE SARPY COUNTY BOARD OF COMMISSIONERS THAT this Board hereby approves the Interlocal Cooperation Agreement with the City of Bellevue for Feasibility Study for Improvements to 36th Street- Highway 370 to Cornhusker Road, attached hereto. The above Resolution was approved by a vote of the Sarpy County Board of Commissioners at a public meeting duly held in accordance with applicable law on the day of -------' 2017. Attest SEAL Sarpy County Board Chairman County Clerk

SARPY COUNTY Dennis L. Wilson, P.E. 1 PhD Sarpy County Engineer PUBLIC WORKS DEPARTMENT 15100 South 84th Street Papillion, NE 68046-4627 Phone (402) 537-6900 FAX (402) 537-6955 www.sarpy.com MEMORANDUM TO: FROM: Sarpy County Board of Commissioners Patrick M. Dowse, PE, Chief Deputy EngineerPlllO DATE: November 16, 2017 SUBJECT: Resolution Approving and Authorizing Chair to Sign the lnterlocal Cooperation Agreement with the City of Bellevue for Feasibility Study for Improvements to 36 1 h Street - Highway 370 to Cornhusker Road The Sarpy County Public Works Department, in conjunction with the City of Bellevue Public Works Department, wish to conduct a feasibly study to determine future roadway improvements along 35th Street from HWY 370 to Cornhusker Road. The following is understood about the study: a) The City of Bellevue is the Lead Agency for the study. b) Sarpy County will reimburse the City of Bellevue for 50% of the actual total cost of the study. c) The not-to-exceed budget for this study is $118,800, to which Sarpy County's not-to-exceed responsibility is $59,400. d) The estimated completion date is June of 2018. The Public Works Department recommends that the pending resolution be approved by the County Board. If you have any questions, please contact me at 402-537-6917.

INTERLOCAL COOPERATION AGREEMENT FOR FEASIBILITY STUDY FOR IMPROVEMENTS TO 35TH STREET- HIGHWAY 370 TO CORNHUSKER ROAD This Agreement is made and entered into on A/oveftlkecU 2011, by and between the County of Sarpy, Nebraska ("Sarpy") and the City of Bellevue, Nebraska ("Bellevue"). Collectively, Sarpy and Bellevue are hereinafter sometimes referred to as the "Parties". WHEREAS, the Parties are political subdivisions, duly authorized and existing under the laws of the State of Nebraska; and, WHEREAS, the population growth in the area of 36'h Street between Highway 370 and Corn husker Road has created a need to conduct a feasibility study to determine whether the area of roadway should be expanded to a four-lane facility; and, WHEREAS, it is in the best interests of and would be mutually advantageous to both Sarpy and Bellevue to conduct such feasibility study at this time; and, WHEREAS, the Parties wish to enter into an agreement which outlines the respective responsibilities of each Party regarding the feasibility study of 36'h Street from Highway 370 to Cornhusker Road; and, WHEREAS, pursuant to the lnterlocal Cooperation Act, Neb. Rev. Stat. 13-801, et seq., the Parties wish to permit their local government units to make the most efficient use of their powers by enabling them to cooperate with each other on a basis of mutual advantage and thereby to provide services and facilities in a manner and pursuant to forms of governmental organization that will accord best with geographic, economic, population, and other factors influencing the needs and development of local communities. NOW, THEREFORE, in consideration of the covenants herein set forth, it is agreed by and between the Parties, as follows: I. Incorporation of Recitals. The recitals set forth above are, by this reference, incorporated into and deemed part of this Agreement. II. Definitions. a. Actual Total Cost. Actual Total Cost shall be the complete final cost ofthe feasibility study and shall include analysis, conceptual design, review, project management, and direct project expenses. Actual Total Cost shall not include any costs for attorney's fees, accounting, financing, or acquisition of financing incurred by any Party. b. Consultant. The Professional Services Consultant retained by Bellevue to provide services as provided in Scope of Services documents attached hereto as Exhibit "A".

c. Study. The feasibility study to be conducted on 36 1 h Street from approximately Highway 370 to Corn husker Road. Study shall generally consist of traffic analysis, drainage analysis, structures analysis, conceptual roadway design, environmental review, project management and OA/QC, as further described within documents attached hereto and incorporated by reference as Exhibit "A". Ill. Purpose. The purpose of this Agreement is to share the cost for the feasibility study of 36 1 h Street from Highway 370 to Cornhusker Road ("Study"), located in the jurisdiction of both Parties. Said feasibility study shall be conducted to determine whether improvements to said roadway are needed at this time. IV. Designation of Lead Agency. Bellevue shall be the Lead Agency for purposes of completion of the Study. V. Project Management. A Consultant has been selected for Scope of Servkes shown in Exhibit "A", and Bellevue has entered into the appropriate contract with said Consultant. The Contract as entered into shall and does conform to the terms of the Exhibit "A" as attached. VI. Study. Subject to the conditions and provisions hereinafter specified, as Lead Agency, Bellevue agrees to cause the Study to be constructed in accordance with the Scope of Services described in Exhibit "A". VII. Allocation and Payment of Study Costs. a. Payment for the Actual Total Costs of the Study shall be made by each of the Parties hereto in accordance with the terms of this Agreement. Actual Total Costs of the Study shall be split equally between the Parties, with Sarpy to pay 50% and Bellevue to pay 50% of the Study costs. b. As Lead Agency, Bellevue shall initially pay the costs for Consultant. Bellevue shall invoice Sarpy for its respective share of these costs upon completion of the Study, which Sarpy shall pay within thirty (30) days after receipt of such invoice. c. The Project will be financed as may be provided for by law for each of the respective Parties. Neither Party shall be responsible for the financing costs or costs associated with the acquisition of financing incurred by the other Party. VIII. Timing. It is the mutual desire and intention of the Parties that the Study shall be commenced approximately no later than November 14, 2017, with an estimated completion of the Study by June 13, 2018. Accordingly, the Parties hereby agree to cooperate with each other and make reasonable, good faith efforts to perform their obligations hereunder in a timely manner in accordance with the Project Schedule as it is developed by the Consultant. IX. Records. The Consultant, as agent for Bellevue, shall maintain records of all costs incurred by Bellevue in connection with the Study, and Sarpy shall have the right to audit and review such records at any time to assure that such records are accurate. X. Entire Agreement. This instrument contains the entire Agreement of the Parties and shall be binding upon the successors and assigns of the respective Parties. No 2

XI. XII. XIII. XIV. XV. XVI. XVII. amendments, deletions, or additions shall be made to this Agreement except in writing signed by all Parties. Term and Termination. This Agreement shall expire upon the performance of all the obligations of the Parties as described herein. Representations. Each Party hereto represents and warrants to the other that (i) it has all necessary right, power and authority to enter into this Agreement, and (ii) the execution and delivery of this Agreement and the performance and observance of all obligations and conditions to be performed or observed by such Party have been duly authorized by all necessary action on behalf of such Party. No Separate Entity. No separate legal or administrative entity will be created hereunder. Existing agents of the respective Parties will complete the terms of this Agreement. It shall be administered jointly by the Parties, through a representative to be designated by each Party. There shall be no jointly held property as a result of this Agreement. Each Party shall separately finance and budget its own obligation under this Agreement. This Agreement does not authorize the levying, collecting, or accounting of any tax. No Relief from Legal Obligations. Pursuant to Neb. Rev. Stat. 13-804(5), the Parties hereto acknowledge, stipulate, and agree that this Agreement shall not relieve any public agency of any obligation or responsibility imposed upon it by law. Insurance. Each Party warrants that it currently holds and shall maintain during the pendency of the Project, adequate insurance coverage including, but not limited to, general liability and worker's compensation insurance. Mutual Indemnification. Each Party agrees it is responsible for its own Officers, Agents, and Employees in performing this agreement, and hereby agree to indemnify and hold harmless, to the full extent allowed by law, the other Party, its Officers, Agents, and Employees, from and against all losses, claims, damages, and expenses, that may result from any intentional or negligent acts or omissions of the Parties, their Officers, Agents, or Employees in performing this agreement. Conflict of Interest. Pursuant to Neb. Rev. Stat. 23-3113, the Parties hereto declare and affirm that no officer, member or employee, and no member of their governing bodies, and no other public official of parties who exercises any functions or responsibilities in the review or approval of the undertaking described in this Agreement or the performing of either Parties' obligations pursuant to this Agreement, nor any partnership, or association in which he or she is directly or indirectly interested, shall have any personal or financial interest in the Agreement; nor shall any employee, nor any member of their governing bodies, have any interest, direct or indirect, in this Agreement or the proceeds thereof. Further, the Parties warrant to each other that they have not employed nor retained any company or person, other than a bona fide employee working solely for the Parties to this Agreement to solicit or secure this contract, and that they have not paid or agreed to pay any company or person other than a bona fid.e employee working 3

XVIII. XIX. XX. XXI. XXll. XXlll. solely for the Parties, any fee, commissions, percentage, brokerage fees, gifts or other consideration, contingent upon or resulting from the award or making of this contract. Choice of Law. This Agreement shall be governed in all respects by the laws of the State of Nebraska. Severability. It is understood and agreed by the Parties hereto that if any part, term, condition or provision of this Agreement is held to be illegal or in conflict with any law of this State or of the United States, the validity of the remaining parties, terms, conditions, or provisions shall not be affected, and the rights and obligations of the Parties shall be construed and enforced as if the contract did not contain the particular part, term, condition, or provisions held to be invalid. Drug-Free Workplace. The Parties hereto certify that they maintain a drug-free workplace environment to ensure worker safety and workplace integrity. New Employee Work Eligibility Status. The Parties agree to comply with the residency verification requirements of Neb. Rev. Stat. 4-108 through 4-114. The Parties are required and hereby agree to use a federal immigration verification system to determine the work eligibility status of new employees physically performing services within the State of Nebraska. A federal immigration verification system means the electronic verification of the work authorization program authorized by the Illegal Immigration Reform and Immigrant Responsibility Act of 1996, 8 U.S.C. 1324a, known as the E-Verify Program, or an equivalent federal program designed by the United States Department of Homeland Security or other federal agency authorized to verify the work eligibility status of a newly hired employee. Non-Discrimination. The Parties hereto agree that they and their sub-contractors will not discriminate against any employee or applicant for employment to be employed in the performance of this contract with respect to his or her hire and conditions of employment because of his or her race, color, religion, sex, disability, or national origin. Counterparts. This Agreement may be executed in counterparts, each of which will be deemed an original and all of which together will constitute one Agreement. The signature page of any counterpart may be detached therefrom without impairing the legal of effect ofthe signature(s) thereon provided such signature page is attached to any other counterpart identical thereto. [Signature Pages to Follow.] 4

IN WITNESS WHEREOF, this Agreement has been executed by a duly authorized official of Sarpy and Bellevue, each of whom hereby represents and warrants that he has the full power and authority to execute this Agreement in such capacity, all as of the day and year first written above. Executed by Sarpy County this day of, 2017. Attest: SARPY COUNTY, NEBRASKA, A Political Subdivision. Sarpy County Clerk Chairperson, Board of Commissioners Approved as to form: Deputy Sarpy County Attorney 5

Executed by the city of Beuevue this / 6*av,t t\/or'e*fhot, zott. Bellevue City Clerk ffi esfrm i +++! kfx*:r# Approved as to form:

EXHIBIT A 36rH STREET Feesrerlrry Sruov: N-370 ro CoRxHusren Roeo Project Description A Feasibility Study will be conducted to determine the impacts and costs associated with widening 36th Street to a four-lane roadway between N-370 and Cornhusker Road. The segment of 36th Street from N-370 to Twin Creek Drive/Samson Way is already a four-lane divided roadway with additional turn lanes. This feasibility study will include a review of traffic operations on this segment to determine if additional improvements are required to accommodate future traffic conditions. The project study area is shown below in Figure 1. Scope ofservices Task 1 - Traffic Analysis Task 1.1 Data Gompilation Peak-hour traffic counts at the study intersections will be conducted by FHU. This information will be used as the base condition for our analysis. FHU will compile the count information for analysis. The count locations are as follows: t' n ":'= 3 Jll'B',iixl' ili _ r, o Page 1

EXHIBIT A 36 STREET FEASIBILITY STUDY: N-370 TO CORNHUSKER ROAD 36'" Street & Sampson Way 36'" Street & Raynor Park 36'" Street & Cornhusker Road Assumptions Should additional counts be required, FHU can provide these services at our standard hourly rates. Traffic data from recent traffic studies in the project area will be utilized as well to gather existing and future traffic information. The City will provide any recent traffic studies within the study area. Task 1.2 Existing Traffic Analysis FHU will assess the current level of congestion in the AM and PM peak hours, measured by level of service (LOS), which is experienced on 36'" Street within the study area boundaries. In order to address the traffic operations along the 36'" Street corridor, the study will include an evaluation of the following locations: Signalized Intersections 36'" Street & N-370 36 1 " Street & Sampson Way 36'" Street & Raynor Park 36'" Street & Cornhusker Road Assumptions Signal timing data for all signalized study area intersections will be provided to FHU by the City of Bellevue and NDOT. FHU will use Synchro 10.0 and SIDRA 6.1 for analysis. HCM 6 1 " Edition methodologies will be utilized. Task 1.3 Traffic Forecasting This corridor study will need to take into account the future land uses along 36'" Street. FHU will obtain Year 2040 traffic projections from the Metropolitan Area Planning Agency (MAPA). Procedures documented in the Transportation Research Board's publication NCHRP 765 will be used to develop forecasted traffic volumes for AM and PM peak hours at study intersections. The future volumes will be agreed upon by the City of Bellevue prior to any additional analysis being conducted. Assumptions 2040 future traffic forecasts (ADT) will be provided to FHU by MAPA. Task 1.4 Future Traffic Analysis Analysis for the corridor will be performed for a future year (2040). Traffic volumes will be analyzed at all study intersections to determine future traffic control and to determine long term improvements for the corridor. Several traffic control and intersection configuration alternatives will be evaluated to define the best long-term solution to accommodate the future growth and travel within the corridor study area. This may include an evaluation of the feasibility of traffic signalization versus roundabouts. Auxiliary turn lane warrants will be evaluated at study area intersections under future traffic conditions. Page 12

EXHIBIT A 36'" STREET FEASIBILITY STUDY: N-370 TO CORNHUSKER ROAD A cross-section recommendation will be made by comparing future ADT volumes to ADT thresholds for specific roadway types which shall be established by FHU in conjunction with the City of Bellevue. A policy on intersection spacing and access management for the corridor will be developed. This will identify traffic control and access locations associated with future development along the 36 1 h Street corridor. Additionally, existing driveway locations will be analyzed to determine the feasibility to consolidate or eliminate driveways onto 36 1 h Street. The following intersections will be analyzed to assess the level of congestion in the 2040 AM and PM peak hours, measured by level of service (LOS) Signalized Intersections 36 1 h Street & N-370 36'" Street & Sampson Way 36'" Street & Raynor Park 36 1 h Street & Cornhusker Road Assumptions FHU will use Synchro 10.0 and SIDRA 6.1 for analysis. HCM 6 1 h Edition methodologies will be utilized. An access management plan will be developed for the corridor. Task 1.5 Corridor Study Report A draft report will be prepared summarizing the results of this corridor study and will include graphical illustrations of the study area and analysis. FHU will identify any traffic operational or roadway deficiencies in the study area and will develop recommendations for short-term and long-term improvements. The draft report will be submitted to the City of Bellevue for review and comment. We have assumed a period of two weeks for the review of the draft report. Comments received will be addressed and incorporated into the final report. The final report will be submitted approximately three weeks after receipt of the draft report comments. Task 2 - Drainage Analysis Task 2.1 Preliminary Hydrologic and Hydraulic Analysis The 36'" Street corridor passes over Squaw Creek (aka Big Elk Creek per Sarpy GIS), Big Papillion Creek, and West Papillion Creek. A culvert is located on Squaw Creek near the north end of the study area and bridges span Big Papillion Creek and West Papillion Creek near the center and southern end of the study area, respectively. All three streams are in a Zone AE mapped floodplain and have a designated Floodway (FEMA Firm Panel 31153C0090H - dated May 3, 2010). Modifications to any of the crossings and the placement of fill for any street or bridge widening will impact the designated floodway and need to be evaluated to make sure that they do not cause a rise to the Base Flood Elevation (BFE). Furthermore, it is our understanding that the City of Bellevue would like to evaluate raising the bridges above the BFE so that they are not Inundated during the 1 DD-year storm event. FHU will evaluate each of these crossings and fill placement along 36'" Street for potential impacts to the BFE in their respective streams. Page 13

EXHIBIT A 36'" STREET FEASIBILITY STUDY: N-370 TO CORNHUSKER ROAD a. For all three stream crossings, FEMA Effective hydraulic models will be obtained and checked against existing conditions using available record drawings, current LiDAR data, and field measurements. The Effective model will be updated, as appropriate, using the aforementioned information and will become the Existing Conditions model. The Existing Conditions model will then be modified for conceptual level designs and become the Proposed Conditions model. FHU will evaluate up to two proposed alternatives for each crossing and will evaluate a potential shift to the alignment, if needed. It is assumed that Effective flow rates from the FEMA Flood Insurance Study (FIS) will be suitable for use in this analysis. b. A preliminary hydrologic and hydraulic analysis report will be prepared. Any proposed elevation change would require either a no-rise certification, or potentially a CLOMR for the bridges over the Big Papillion Creek and West Papillion Creek. If a CLOMR is required, that effort will be included during preliminary and final design. Assumptions FHU will use HEC-RAS to model hydraulic conditions of the various channels. FEMA Effective hydraulic model will be available in HEC-RAS format (does not include updating HEC-2 to HEC-RAS format) Any fees to obtain the model, if not available for free from the Papio-Missouri River Natural Resources District (P-MRNRD), would be paid by the City of Bellevue Task 2.2 Storm Drainage Analysis and Design FHU will delineate all drainage areas and calculate hydrology for roadway ditches and storm sewer within the project limits. Proposed ditches and storm sewer will be designed al the conceptual level and hydraulic calculations will be performed for these features. Assumptions Stormwater detention and post construction stormwater management for water quality will not be needed. Task 3 -Structures Assessment Task 3.1 Bridge Concepts FHU will develop conceptual bridge TS&L's for the structures over the Papillion Creek and the Big Papillion Creek. In addition, the Big Elk Creek structure willbe reviewed to determine if it can be used in place by extending it, or if it needs to be replaced. This task will include reviewing the existing bridges to see if they can be widened or if they need to be reconstructed. Task 3.2 Structures Data Collection FHU will gather and review the following data from City of Bellevue or Sarpy County: As-Built and original plans MaJntenance history Current condition and ratings Task 3.3 Structures Concepts Analysis Page I 4

EXHIBIT A 36'" STREET FEASIBILITY STUDY: N-370 TO CORNHUSKER ROAD FHU will analyze the viability of multiple bridge concepts. Bicycle and pedestrian considerations will be included in the analysis. Criteria used to evaluate these conceptual options include: Bridge superstructure and substructure reuse Structural viability Applicable city, county and state bridge standards Constructability Environmental impacts Cost comparisons Task 3.4 Structures Concepts Summary FHU will provide a structures report evaluating each bridge concept at both locations. This executive summary will include bridge criteria and cost discussions as well as recommended structure types at each location. Task 4 Conceptual Roadway Design Plans Task 4.1 Data Collection FHU will gather and review the following data from City of Bellevue: As-Built plans GIS data for base files including Sarpy County aerial, 2-foot contours, floodplain information, and property lines. Assumptions Survey will not be completed with this project. FHU will use available GIS data listed above to complete this study. Task 4.2 Alternatives Development-Pavement Widening FHU will review the existing lane configuration and study widening options. Options will include widening to the left, widening to the right, or widening about the existing centerline. Criteria used to evaluate the widening options include: Impacts to adjacent properties Constructability under traffic vs. detour Environmental impacts General cost comparison of each option Once the preferred alternative is identified, this task includes the effort to layout the design for the length of the project. The following design details will be shown: Curb and gutter lines Turn lane configurations Sidewalks & curb ramp locations Driveway locations Bridge layout Guardrail layout Conceptual drainage layout Task 4.3 Template Roadway X-Sections FHU will develop the templates necessary to process cross sections on 36 1 h Street. This would be completed for the selected preferred alternative. Page I 5

EXHIBIT A 36TH STREET FEASIBILITY STUDY: N-370 TD CORNHUSKER ROAD Task 4.4 Conceptual Design Plan Set FHU will develop a plan set detailing the proposed improvements on 36 1 h Street. This set will include the following: Title Sheet Typical Sections Horizontal Alignment Sheets Construction & Removal Sheets Plan & Profile Sheets Details/General Notes Sheets Bridge TS&L Sheets Pavement Marking & Signing Sheets Traffic Signal Improvement Sheets Cross Sections Assumptions The Sarpy County aerial photo will be utilized as the background for all base drawings. Task 4.5 Earthwork FHU will process the earthwork from the cross sections for the selected preferred alternative. Task 4.6 Quantities I Estimates FHU will develop and tabulate the quantities. FHU will utilize recent bid tabs from NDOT, Sarpy County and the City of Bellevue to establish unit prices. Task 4.7 Right of Way Acquisitions FHU will identify areas where Right of Way (ROW) acquisitions will be necessary. This will include areas requiring permanent ROW acquisitions as well as temporary and permanent easements. This information will be tabulated and a cost estimate will be prepared. Task 4.8 Utilities Coordination I Verification FHU will identify and verify any utility conflicts. FHU will communicate with the utilities identify existing facilities and their potential conflicts. FHU will prepare a cost estimate for any major utility relocations identified. Task 5 - Desktop Environmental Review Task 5.1 Desktop Review of Environmental Resources We propose to conduct the desktop environmental resource review early in the study process so that information is available prior to the development of the conceptual improvements for the corridor. This would allow the project team to incorporate potential impacts to environmental resources (natural and human environment) as a part of the decision matrix. This review would be conducted concurrently with the additional lanes, future needs and safety analyses so that all of the critical factors have been established as alternative improvement scenarios are identified. The project team will develop a summary of the environmental resources that exist within the project corridor and could potentially be impacted or affected by the conceptual improvement scenario. This desktop review would include the evaluation of readily available and ascertainable information for the following resources: Page J 6

EXHIBIT A 36'" STREET FEASIBILITY STUDY: N-370 TO CORNHUSKER ROAD Environmental Data Sources and Resources Wild & Scenic Rivers Federal Lands National Wetland Inventory (NWI) Geology and Soils USFWS Critical Habitat Farmland Classification Federal & State listed Threatened LWCF (61) and Endangered Species Reservations and Tribal Lands FEMA Floodzones NPS Native American Graves Water Quality (303d Listed Waters) Protection & Repatriation Act Hazardous Materials Review (NAGRPA) (NDEQ IMS Database & EPA FRS National Association of Tribal Sites) Historical Preservation Officer Historic & Archeological Resources Environmental Justice I Civil Rights (Section 106; NHRP) protected populations (EPA NE Historic Bridges EJSCREEN) Registered Wells I Groundwater Parks & Open Space Task 5.2 GIS Figure Generation The environmental team will use GIS and other electronic data to conduct the desktop review. Information collected will be described in an environmental summary data form for the proposed project. A vicinity map, location map, and an Environmental Constraints Map (a figure depicting the environmental resources identified within the area) will be developed for the final deliverable. Task 5.3 Documentation The environmental desktop review will be documented using a tabular format listing the various resources reviewed (listed above) and the findings for each. A summary of findings would be provided for inclusion within the Feasibility Study report documentation and supporting documentation attached. Task 6 - Project Management, QA/QC, & Meetings Task 6.1 Project Management This task includes activities to initiate and monitor project schedules, workload assignments and internal cost controls throughout the project. Also included are efforts to prepare and process invoices and monthly progress reports; prepare project correspondence with the City; and maintain project records. Task 6.2 QA/QC FHU will perform QA/QC checks at various stages of the study including prior to any official submittal. Task 6.3 Project Meetings As part of this effort, FHU will attend two meetings with officials representing the City of Bellevue and Sarpy County. This will include a kick-off meeting as well as a meeting to review preliminary progress and results prior to completion of the final study. Any additional meetings or presentations can be provided at FHU's standard hourly rates. Task 6.4 Site Inspections FHU will conduct two on-site inspections with various staff. Hours will include travel time, time on-site, and time to prepare a site visit documentation memo for each visit. Page 17

EXHIBIT A Task 7 - Preliminary and Final Design Services 36 STREET FEASIBILITY STUDY: N-370 TO CORNHUSKER ROAD Task 7.1 Preliminary and Final Design At the option of the City of Bellevue and Sarpy County, FHU will provide preliminary and final design services for the recommended improvements identified in the Feasibility Study. The scope of work, fee estimate and schedule will be developed and negotiated upon completion of the Feasibility Study. Fee Estimate We propose to conduct these services on a "time and materials" basis. Under such an agreement, we are compensated on an hourly basis for all labor and other direct costs, such as printing, are reimbursed at a rate of 1.1 times actual cost. The following are our standard hourly billing rates for the personnel expected to be involved in this project: Principal Ill $240.00 Engineer I Principal I $195.00 Sr. Designer Associate $185.00 Intern I Engineer V $155.00 Env. Sci. IV Engineer IV $140.00 Env. Sci. Ill Engineer Ill $120.00 Graphics Engineer II $105.00 $95.00 $135.00 $55.00 $140.00 $120.00 $115.00 At these standard hourly rates, we have estimated that the design plans could be completed for a maximum budget of $118,800. This amount would be established as a "not to exceed" limit beyond which no charges could be made without your prior approval. A more detailed breakdown of the estimated cost by task is provided below: Tasks Estimated Task Costs Task 1 - Traffic Analvsis $15,040 Task 2 - Drainaae Analvsis $26,940 Task 3 - Structures Analysis $15,810 Task 4 - Conceotual Roadwav Desian $43,590 Task 5 - Environmental Review $6,010 Task 6 - Proiect Manaaement & QNQC $8,440 Direct Project Expenses $2,970 Total Labor and Direct Expenses $118,800 Project Schedule & Contract Terms The feasibility study will be completed by March 31, 2018. Upon receipt of review comments from the City of Bellevue and Sarpy County, FHU will finalize the study within two weeks. The proposed project schedule is outlined below: November 14, 2017 November 21, 2017 November 22, 2017 February 28, 2018 Anticipated Notice to Proceed Kick-off Meeting Begin traffic analysis, conceptual design, resource reviews and conduct field site visits Progress Meeting Page I B

EXHIBIT A 36'" STREET FEASIBILITY STUDY: N-370 TO CORNHUSKER ROAD April 23, 2018 May 14, 2018 June 13, 2018 Submit Deliverables for Review Address Review Comments Project Complete Page I 9