BOARD OF COUNTY COMMISSIONERS SARPY COUNTY, NEBRASKA

BOARD OF COUNTY COMMIIONERS SARPY COUNTY, NEBRASKA RESOLUTION AUTHORIZING CHAIR TO SIGN THE SUBDIVISION AGREEMENT BETEEN SARPY COUNTY BOYER YOUNG EQUITIES XVI, LLC AND SANITARY AND IMPROVEMENT DIRICT 294 (Remington Ridge, phase IV, Lots 2528 outlots I) HEREAS, pursuant to Neb. Rev. Stat. 234, 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, HEREAS, pursuant to Neb. Rev. Stat. 233, the powers of the County as a body are exercised by the County Board; and, HEREAS, pursuant to Neb. Rev. Stat. 23-114, a County Board of Commissioners shall have the authority to adopt a Zoning Regulation, which shall have the force and effect of law; and, HEREAS, Boyer Young Equities XVI, LLC plans to develop the property located the northwest corner of 192 nd and Giles Road in Sarpy County; and, HEREAS, the County of Sarpy, Boyer Young Equities XVI, LLC and Sanitary and Improvement District 294 desire to enter into a Subdivision Agreement, a copy of which is attached hereto, which governs the development of the Remington Ridge subdivision, Lots 252-8, Outlot I; and, NO, THEREFORE, BE IT RESOLVED BY THE SARPY COUNTY BOARD OF COMMIIONERS THAT the Subdivision Agreement between the County of Sarpy Boyer Young Equities XVI, LLC and Sanitary and Improvement District 294 is hereby approved and the Chairperson and the Clerk are hereby authorized to execute the same, a copy of said Subdivision Agreement is 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 6th day of, June 17. Attest SEAL Sarpy County Board Chairman County Clerk

RESIDENTIAL SUBDIVISION AGREEMENT REMINGTON RIDGE PHASE FOUR, LOTS 2528, OUTLOT I (PUBLIC FINANCING UTILIZED) This Subdivision Agreement made as of the dates indicated at the signatures below by and between BOYER YOUNG EQUITIES XVI, LLC, a Nebraska limited liability company (hereinafter Developer ), Sanitary and Improvement District Number 294 of Sarpy County, Nebraska (hereinafter District ), and the County of Sarpy, State of Nebraska (hereinafter County ). Collectively, Developer, District, and County are hereinafter sometimes referred to as the Parties. ITNEETH: HEREAS, Developer is the owner of or has been designated by the owner as agent for the development of the parcel of land or real property within the County s zoning and platting jurisdiction shown on the plat attached hereto as Exhibit A (hereinafter defined as the Development Area ), known as Remington Ridge, Lots 252 8, Outlot I, a subdivision surveyed, platted and recorded in Sarpy County, Nebraska, which is within the County s zoning and platting jurisdiction; and HEREAS, Developer has requested County to approve a specific platting of the Development Area; and HEREAS, Developer and District wish to connect to the sewer and water system to be constructed by District Number 294 within the Development Area with the sewer system of County; and HEREAS, Developer, District, and County wish to agree upon the manner, method and the extent to which public funds may be expended in connection with the installation and construction of public improvements constructed within and/or serving the Development Area, the extent to which those contemplated public improvements specially benefit property within the Development Area or property adjacent thereto, whose costs shall be specially assessed and those public improvement costs that are deemed to be of general benefit to the property within the District. HEREAS, Developer, District and County agree that the terms and conditions hereof shall govern development of the entire Development Area. NO, THEREFORE, THE PARTIES AGREE AS FOLLOS: SECTION I For the purposes of this Agreement, the following words and phrases shall have the following meanings: 1

A. The cost or entire cost, being used interchangeably, of a type of improvement shall be deemed to include all construction costs, engineering fees, design fees, attorney s fees, testing expenses, publication costs, financing costs, penalties, forfeitures and default charges, and miscellaneous costs, including, among others, interest on warrants to date of the levy of special assessments and fiscal agent s warrant fees and bond fees, owing or to become owing. B. Property benefited shall mean the property that is benefited from the public improvements and is situated either (1) within the Development Area or (2) outside of the Development Area, but inside the corporate limits of District. No special assessments shall be assessed against any outlot nor against any other lot, part of lot, lands and real estate upon which cannot be built a structure compatible with the zoning regulations of said lot except to the extent of the special benefit to said lot, part of lot, lands and real estate by reason of such improvement. C. Street intersections shall be construed to mean the area of the street between the returns of the various legs of the intersection, but in no case shall said area extend in any direction beyond a straight line drawn perpendicular from the centerline of the street to the adjacent lot corner. D. General obligation shall mean the entire costs that are not specially assessed. E. Development Area as shown on Exhibit A shall not include any future changes in boundaries unless agreed to in advance in writing by County. F. astewater shall include, but not be limited to, wastewater and sewage. G. astewater sewer line shall be deemed to include all wastewater lines and sanitary sewer lines. astewater sewer system shall be deemed to include all wastewater systems and sanitary sewer systems. H. County Board shall mean the County Board of Commissioners of Sarpy County, Nebraska. SECTION II Developer and District jointly and severally represent and covenant that Developer shall and District shall, thirty () days prior to the start of construction, present to the County Clerk for the benefit of County, duly authorized and executed, binding contracts in full force and effect for the timely and orderly engineering, procurement, and installation of the public improvements hereinafter set forth, according to the terms of those contracts; and they shall also provide and deliver to County written confirmation of a duly authorized and executed binding agreement between District and its fiscal agent for the placement of the warrants or bonds of District used for the payment of engineering, procurement, and installation of the improvements hereinafter set forth. Final plans and specifications for Subparagraphs B, C, and D, of this Section II 2

must have the approval of County and shall be submitted to County for review and approval at least thirty () days prior to award of contracts. Developer, District and County agree that the credit of District shall be used for the construction of the following public improvements within the Development Area: A. Grading of street right-of-way; B. Construction of and concrete paving of all streets dedicated pursuant to the plat (see Exhibit A ); all of said paving to be twenty-five feet in width. All interior streets shall be constructed within the right-of-way as shown on the attached plat and shall be constructed of Portland cement concrete with an integral curb and gutter system. Approval of this Agreement and the plat pertaining thereto shall not constitute the creation of a County Road or acceptance of such platted roads or streets for maintenance by County. C. District shall construct an 8 wide trail with 6 of Portland concrete, which shall be generally located as shown and generally consistent with the proposed Trail Plan, a copy of which is attached hereto as Exhibit A-1 D. All sanitary sewer mains, manholes, and related appurtenances constructed in dedicated street rights-of-way and easements pursuant to the plat (see Exhibit A ), shall be located as shown on the plans and specifications for said sanitary sewer improvements prepared by E & A Consulting Group, Inc., Engineers, a copy of which is attached hereto as Exhibit B. E. Storm sewers, inlets, manholes, and related appurtenances constructed on and in dedicated street rights-of-way and easements pursuant to the plat (see Exhibit A ) shall be located as shown on the plans and specifications for said storm sewer improvements prepared by E & A Consulting Group, Inc., Engineers, a copy of which is attached hereto as Exhibit C. F. ater distribution mains located within dedicated street rights-of-way dedicated pursuant to the plat (see Exhibit A ) shall be installed as shown on the water plan improvements prepared by Metropolitan Utilities District, a copy of which is attached hereto as Exhibit D. G. Gas distribution mains located within dedicated street rights-of-way dedicated pursuant to the plat (see Exhibit A ) shall be installed by Metropolitan Utilities District or Black Hills Energy. H. Street lighting for public streets dedicated pursuant to the plat (see Exhibit A ) to be installed by the Omaha Public Power District. I. Underground electrical service to each of the lots within the Development Area, shall be installed by the Omaha Public Power District. J. A concrete sidewalk shall be provided on 3 both sides of a paved street within the

dedicated street right-of-way, with a minimum width as required by the existing County Zoning and Subdivision Regulations. All aspects of sidewalk construction shall be governed by the existing County Zoning and Subdivision Regulations, and any and all applicable resolutions of the Sarpy County Board of Commissioners. Sidewalks shall be installed as shown on the paving and sidewalk plan prepared by E & A Consulting Group, Inc., a copy of which is attached hereto as Exhibit E. All sidewalks shown on Exhibit E shall be maintained by abutting property owner or District. Sidewalks along both sides of all public streets within the Development Area shall be constructed according to the following schedule: 1. For any improved or built upon lot: Abutting sidewalks shall be constructed immediately or as soon as weather permits. Handicap ramps with detectable warning panels shall be constructed at public street intersections concurrently with the sidewalks of any improved or built upon lot. 2. For any vacant or unimproved lot: hen sixty-five percent (65%) of lots on one side of a street have been improved, sidewalks shall be constructed on all vacant lots located on that side of the street with the sixty-five percent (65%) build out. 3. In any event, all sidewalks shall be constructed upon the public streets within three (3) years of the recording of the subdivision plat. Handicap ramps with detectable warning panels shall be constructed at public street intersections concurrently with sidewalk construction. K. Street signs at all intersections per plat (see Exhibit A ) shall comply with the latest edition of the Manual of Uniform Traffic Control Devices. L. Sewer fees paid to the County. M. Post construction stormwater management features and related appurtenances shall be located as shown and constructed in conformity with the Post Construction Stormwater Management Plan, attached hereto as Exhibit F. Construction of postconstruction stormwater management features or BMPs (Best Management Practices) shall be constructed in conformance with the Omaha Regional Stormwater Design Manual. N. The Development Area shall be graded as shown on the Grading Exhibit prepared by E & A Consulting Group, Inc., attached hereto as Exhibit G. All grading shall be in conformance with the Sarpy County Zoning Regulations, inclusive of payment of permit fees when a grading permit is required under said regulations. O. Fire hydrants shall be installed in the subdivision prior to any construction within the subdivision. The arning and Notification Coverage Plan, attached hereto as Exhibit H shows the coverage of outdoor warning sirens for the Development Area. The outdoor warning sirens must be capable of sounding the warning through the Sarpy County radio system. 4

P. Erosion control shall be performed by seeding the Development Area, controlling erosion of areas disturbed by grading operations, constructing temporary terraces on slopes, temporary silting basins and spillways, and any additional measures necessary to prevent erosion, damage and sedimentation to adjacent properties and public rights-of-way. All erosion control measures shall adhere to the Sarpy County Stormwater Regulations. Q. Paving and associated improvements to Giles Road along the subdivision s southerly frontage shall be completed in accordance with the terms of the Interlocal Agreement executed by the District and County on or about September 10. 13 and approved by the County Board of Commissioners at Resolution No. 13-317. R. Costs of any outfall sewer including easement acquisition may be a general obligation of the SID. SECTION III It is agreed that the credit or funds of District shall not be used for the engineering, procurement, or construction of any improvements of facilities within the Development Area except those public improvements specified in Section II. hereof or as otherwise provided in this Agreement. By way of specification and not by way of limitation, the Parties agree that the District shall not incur any indebtedness or otherwise involve its credit or expend any of its funds in the construction, acquisition, or improvement of any swimming pool, golf course, park, playground or other recreational facility, or any interest in real estate, without the express prior written approval by Resolution of the Sarpy County Board of Commissioners. Developer and District covenant that there shall be no general obligation of the District without prior written approval of County. SECTION IV Developer and County agree that the entire cost of all public improvements constructed by District within the Development Area (see Exhibit A ) as authorized by Sections II. and III., above, shall be defrayed as follows: A. One hundred percent (100%) of the entire cost of all paving and street construction will be paid by special assessment against the property benefited, except that the cost of the paving and construction of street intersections, the cost of one-half of the street width at park or publicly owned outlot frontage, the cost of pavement thickness in excess of seven (7) inches, and the cost of pavement width in excess of twentyfive (25) feet exclusive of curbs and gutters, shall be borne by general obligation of District. The cost of curbs for purposes of assessment shall be one hundred percent (100%) specially assessed against the property benefited thereby. Regulatory and street name signs shall be purchased and installed by District. The cost of regulatory and street name signs may be a general obligation of District 5

B. One hundred percent (100%) of the entire cost of all sidewalk construction shall be paid either by special assessment against the property benefited within the Development Area, or by Developer or property owner at the time of the development ( development shall mean issuance of an occupancy permit by County) of individual platted lots. The cost of sidewalks along exterior arterial streets, or publicly owned outlot frontage, if required, may be borne by general obligation of District. All sidewalks shall have a minimum width and minimum spacing from the back of the curb as required by the Sarpy County Zoning and Subdivision Regulations. C. One hundred percent (100%) of the entire cost of wastewater sewers, including manholes and other appurtenances, shall be paid by special assessment against property benefited within the Development Area, except as follows: 1. In the case of sanitary sewer lines greater than eight inches (8 ) in diameter that are oversized to serve a total drainage area larger than the Development Area, the cost of oversizing in excess of eight inches (8 ) may be a general obligation, whether such line is inside or outside the Development Area. The cost of oversizing in excess of eight inches (8 ), whether inside or outside of the Development Area, may be paid by general obligation, which general obligation portion shall be eligible for recovery from connecting subdivisions on the basis provided in Subsection C.2. below. 2. The cost of oversizing beyond eight inches (8 ) in diameter, whether inside or outside of the Development Area, may be recovered by the District from other property in the drainage area served or to be served by the sewer in proportion to the estimated number of acres of buildable property and contributing design flows in the drainage area in accordance with Subsection VII.B. 3. One hundred percent (100%) of Sewer fees paid to the County for the sanitary sewer represented on Exhibit B attached hereto may be generally obligated. 4. One hundred percent (100%) of the cost of outfall sewer lines and lift stations may be a general obligation of the District. D. One hundred percent (100%) of the entire cost of all storm sewers and permanent post construction stormwater management facilities, including manholes, inlets, easements and related appurtenances, may be a general obligation of the District. E. One hundred percent (100%) of the entire cost of the water distribution system serving the Development Area shall be specially assessed against the property benefited within the Development Area. Refunds, if any, shall be credited in the manner used for underground power as provided in Section IV (H) thereof. 6

F. One hundred percent (100%) of the entire cost of the gas distribution system serving the Development Area shall be specially assessed against the property benefited within the area to be served. G. One hundred percent (100%) of the cost of the monthly contract charges paid to Omaha Public Power District for furnishing the lighting of public streets shall be paid out of the general operating fund of District. H. All contract charges for underground power or natural gas authorized to be paid by District to the Omaha Public Power District or to any public gas utility, including both the basic charges and refundable charges, together with all other charges as fall within the definition of entire cost as defined in this Agreement, including all penalties and default charges, and are allocable to such contract charges, shall be specially assessed against property within the Development Area. Any refund of the refundable portion of the underground electrical service charge for a particular lot which shall be made by Omaha Public Power District to District or its successors shall be credited as follows: 1. If the refund is prior to the levy of special assessments for underground electrical service, said refund shall be credited as a reduction in the total cost of the underground electrical services to be levied against said lot. 2. If the refund is after the date of the levy of special assessments for underground electrical service, said refund shall be credited as a payment on the balance owing on the special assessment levied against said lot in connection with underground electrical service for said lot. 3. If the refund is after the date of levy and payment in full of special assessment, said refund shall be repaid to persons paying the special assessment or their assignees. I. Fire hydrants shall be provided by Developer at Developer s cost or by the District and specially assessed against the property within the Development Area. The type of hydrants and control valves and the location of the hydrants must be approved by the applicable fire chief. Fire hydrants shall be installed in the subdivision, prior to the commencement of construction on any structure within the subdivision. The applicable fire chief shall determine the type and specifications for fire hydrants. Outdoor warning sirens shall be installed and located as shown on the arning and Notification Coverage Plan, attached hereto as Exhibit H. The outdoor warning sirens must be capable of sounding the warning through the Sarpy County radio system. The cost for said outdoor warning sirens shall be treated as a general obligation cost of the District. J. One hundred percent (100%) of the entire cost of the original street signs shall be a general obligation of the District. All street signs shall conform to County standards. 7

Decorative, ornamental, or any other signs as allowed in the Manual of Uniform Traffic Control Devices shall not be installed unless prior written approval by the County Board is received. The County s written approval for decorative or other signs as allowed in the Manual of Uniform Traffic Control Devices shall only be required while the Development Area is within the zoning jurisdiction of the County or as otherwise required by law. One hundred percent (100%) of the entire cost of decorative, ornamental, or any other signs not allowed in the Manual of Uniform Traffic Control Devices shall be at the cost of Developer. One hundred percent (100%) of the maintenance costs for the street signs shall be paid from the general operating fund of District. K. Silt ponds/basin: The initial construction cost of grading and piping for temporary sediment and erosion control facilities shall be paid for privately by the Developer. Removal of said sediment and erosion control measures may be a general obligation of the District. All silt ponds/basins are to remain in place until seventy-five percent (75%) of the drainage sub-basin serviced by erosion control measures are fully developed. District shall maintain silt pond/basin as described in subparagraph 2 below. 1. Sediment removal shall be paid as follows: a. During the initial construction of public streets and sewers, the District may pay for the removal as a general obligation of the District. b. For all subsequent sediment removal, the District shall pay for the work from its operating fund. c. Silt pond/basin closure or removal may be a general obligation of the District. 2. District shall maintain the silt pond/basin such that the silt pond/basin does not become a nuisance or hazard to the community. a. If at any time County determines that the silt pond/basin is a hazard or a nuisance, County will send a notice to the District with a recommendation to either (i) remedy said hazard or nuisance or (ii) remove the silt pond/basin. Removal of the silt pond/basin may be recommended even prior to the time when seventy-five percent (75%) of the drainage sub-basin serviced by erosion control measures are fully developed. District shall comply with County s recommended action in the notice letter. If after thirty () days District does not comply with County s recommended action as provided in the notice letter, at County s discretion, County may fix the nuisance or hazard (up to and including silt pond/basin removal) and District shall pay for any and all costs of said remedy or removal. L. The Developer agrees to sell Outlot I to the District to be used as permanent buffer and landscape areas, for a per acre price of $35,500. The District soft costs for the purchase shall not exceed % of the purchase price. Developer shall, contemporaneously with the filing of the final plat, transfer title of said Outlots to the District. Such costs shall be a general obligation of the District. 8

1. Outlot I 1.600 AC at $35,500 per acre is $56,800.00 M. The costs of right-of-way acquisition, paving improvements and drainage improvements to Giles Road at the subdivision frontage shall be a general obligation of the District. N. Any charges not specifically approved for general obligation in Paragraphs A. through M. of this Section shall be specially assessed. O. Developer and District covenant that there shall be no general obligation without the prior written approval of County. SECTION V District may make certain payments in connection with the extension of water and gas to the boundary of the District with the costs to be defrayed as follows: A. Payment to the utility for such extension shall be made only to the extent the utility by policy of practice does not absorb the cost of such extension. B. If the extension main is primarily designed and sized to serve the Development Area and no oversizing for service to areas outside the Development Area is involved, then all payments to the utility and related costs shall be one hundred percent (100%) specially assessed. Connection refunds, if any, received for the utility shall be credited in a manner similar to that provided for underground electric service in Subsection IV.H. hereof. C. If the extension main is designed and sized to serve properties outside the Development Area, the cost of the extension main that would be installed if only the Development Area were to be specially assessed and the cost of oversizing the line above that size may be borne by general obligation. Refunds from the utility attributable to oversizing cost shall be credited to the Construction Bond Fund of the District. Refunds from connections within the Development Area shall be credited in a manner similar to that for underground electrical service as provided in Subsection IV.H. hereof. D. The credit or refunds of the District shall not be used for payment of individual property connection fees for utilities. hen credit or refunds of District are used to pay sewer fees to the County, the entire cost thereof shall be specially assessed against the properties served or benefited. 9

SECTION VI Credits or funds of District may be used to pay for any improvements specified and authorized in the Agreement, but not for any other purpose. Provided, however, District may issue warrants for the purpose of paying for repairs, maintenance, and operating costs of District, such to be paid out of funds obtained by District through its general fund mill levy, or where allowed by law, such warrants may be paid from special assessments or fees or charges. Maintenance, repair, and reconstruction of a public improvement shall not be a general obligation of District without the prior written approval of County. District shall not acquire any interest in real property without the prior written approval of County. SECTION VII The wastewater system of the District shall be subject to the conditions and provisions hereinafter specified. A. County hereby grants permission to District to connect the District wastewater sewer system to the wastewater sewer system within the zoning jurisdiction of County in such manner and at such place or places designated on plans submitted by District, all as approved in writing by County. County shall have the right to collect applicable fees and charges for any connections to County s wastewater system. Any connection of the wastewater system of the District or some portion thereof, to the wastewater system of the City of Gretna, Nebraska, shall be in compliance with any rules or regulations required by the City of Gretna, Nebraska. B. Title to the wastewater sewer, the outfall, as well as any associated easements, all as shown on Exhibit B, shall remain the property of the District, and shall be maintained in good working order by District to adequately serve all users of said outfall. C. District shall not permit any connection to said outfall, or to any sewer which drains into said outfall, without prior written approval by County, according to any laws, rules or regulation that may be applicable. D. At all times all wastewater from and through said District into County s wastewater sewer system shall be in conformity with the ordinances, regulations, and conditions applicable to sewers and wastewater within the zoning jurisdiction of County as now existing and as from time to time amended. E. Before any connection from any premises to the wastewater sewer system of District can be made, a permit shall be obtained from the proper County department for said premises and its connection. Said permit shall be obtained on the same terms, conditions, fees and requirements of County for connection to the wastewater sewer system within the zoning jurisdiction of County. It being expressly understood that County reserves the right to collect all connection charges and fees as required by 10

County regulations, ordinances or rules now or hereafter in force. All such connections shall comply with minimum standards prescribed by County. F. Upon the signing of this Agreement, Developer and District shall pay to the County all of the City of Gretna Sewer Capital Facility (Special Connection) fees in accordance with the City of Gretna s existing fee schedule. County shall remit said fees to the City of Gretna. G. Notwithstanding any other provision of this Agreement, County retains the right to disconnect the wastewater sewer of any industry or other sewer user within the Development Area which is discharging into the wastewater sewer system in violation of an applicable ordinance, statute, rule, or regulation, whether local, state, or federal. H. District warrants that it has not employed or retained any company or person, other than a bona fide employee working for District, to solicit or secure this Agreement and that it has not paid or agreed to pay any company or person other than a bona fide employee working for District any fee, commission, percentage, brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, County shall have the right to annul this Agreement without liability to Developer or District. District shall require the same warranty from each contractor with whom it contracts in any way pertaining to its wastewater sewer system. The Prohibition provided for herein shall not apply to the retention of any attorney or other agent for the purpose of negotiating any provision of this Agreement where the existence of such agency has been disclosed to County. I. Subletting, assignment, or transfer of all or part of any interest of District hereunder is prohibited. J. District is i) bound by and to any provisions of any ordinances, rules, and regulations made, amended or hereafter made and adopted by County applicable to sanitary and improvement districts whose wastewater sewers connect directly or indirectly with or into any part of the wastewater sewer system within the zoning of County; and ii) bound by any terms and provisions which by ordinance, resolution, regulation or rules of County now in existence, amended, or hereafter adopted or provided as applicable to or required in contracts with sanitary and improvement districts or in order to permit or continue the discharge of any wastewater from a sanitary and improvement district to flow into or through any part of the wastewater sewer system within the zoning jurisdiction of County. 11

SECTION VIII Developer and District covenant and agree that District shall: A. Abide by and incorporate into all of its construction contracts the provisions required by the regulations of County pertaining to construction of public improvements in subdivisions and testing procedures therefore. B. Except as may otherwise be agreed to by the County, all of District s levy of special assessments shall be made in such a manner so as to assure that the entire burden of the levy is borne, on an equitable basis, by lots or parcels which are truly building sites. Developer and District certify that to the best of their knowledge all lots and parcels shown on the plat of the Development Area (Exhibit A hereto) are buildable sites. At County s discretion, County may require Developer and District to prove to the satisfaction of County that a certain lot or parcel is a buildable site. Should a lot or parcel be determined by County not to be a buildable site, the cost of improvements that would otherwise have been levied against said lot or parcel shall be spread and levied against lots and parcels within the Development Area that are buildable sites. C. Prior to commencement of the construction of improvements, District shall obtain and record all permanent easements with the Sarpy County Register of Deeds Office to include all utility, cable, sanitary, water, and storm sewer lines. Said easements shall be in form satisfactory to the County s attorney and the County s engineer and/or surveyor. D. Provide to County at least thirty () days prior to the meeting of the Board of Trustees of District to propose the levy of special assessments, the following information: 1. A detailed schedule of the proposed special assessments and the amount of general obligation costs of any improvement or acquisition; 2. A plat of the area to be assessed; and 3. A full and detailed statement of the entire cost of each type of improvement, which statement or statements shall separately show: a. The amount as paid to the contractor; b. A separate itemization of all other costs of the project including, but not limited to, engineering fees, attorney s fees, testing expenses, publication expenses, estimated interest on all warrants to date of levy and the estimated fiscal agent s levy of special assessments, and estimated fiscal agent s warrant fees and bond fees; 12

c. A special itemization of all costs of District not itemized in a. or b. above; d. Certification by District s engineer that the information and schedules provided to County in respect to special assessments are true and correct and that the use of funds and credit of District and proposed levies of special assessments have been made in conformity with the terms of this Subdivision Agreement; e. Certification by the District s engineer of proposed assessment schedules prior to advertising for any hearing of District to be held for the purpose of equalizing of levying special assessments against property benefited by any improvements constructed by District in compliance with state statutes; and f. District shall not less than ten (10) days prior to the Board of Equalization hearing of District, give notice in writing to County that the Board of Equalization will be convened on that date for the consideration of the levying of special assessments and equalization and apportionment of debt; E. Make its annual mill levy sufficient to fully comply with the Nebraska Budget Act. Such annual mill levy shall be in an amount sufficient to timely pay the indebtedness and interest thereon for public improvements. F. Be responsible for securing all local and state permits necessary for construction, and to construct all systems in accordance with existing environmental, health, safety and welfare rules, regulations, and standards as may be in place at the time of construction. G. If the Development Area is situated within the Future Growth and Development area of municipality as determined under the Industrial Sewer Act (LB 1139, Laws Nebraska, 1994), then the Developer and District agree to abide, and to generally assist County in its compliance with, the terms of such Act and the Interlocal Cooperation Agreement under such act to which the County may be a party. SECTION IX Developer, District and County acknowledge that County has entered into an Interlocal Cooperation Act Agreement for the Continuation of the Papillion Creek atershed Partnership, hereinafter atershed Partnership Agreement as from time to time amended. The atershed Partnership Agreement contains provisions applicable to the Development Area. Specifically, the Parties recognize the County s right to collect atershed Fees at the time of the issuance of a building permit. County shall collect said atershed Fees in accordance with the County s existing atershed Fee Schedule at the time of the building permit application. 13

County has adopted a Master Fee Schedule and an Arterial Street Improvement Program. Developer and District agree to pay all fees as required under the Master Fee Schedule and Arterial Street Improvement Program. SECTION X It is mutually agreed that District and Developer shall pay a fee to County to cover engineering, legal and other miscellaneous expenses incurred by County in connection with any necessary review of plans and specifications in connection with the construction projects performed by District. Said fee shall be the greater of Five Thousand Dollars ($5,000.00) or one percent (1%) of the estimated public improvement construction costs (excluding electrical construction costs) at the time the proposed public improvements are to be constructed. The fee shall be allocated to special assessments and general obligation in the same proportion as costs of the particular construction project and shall be paid within thirty () days of the Sarpy County Board of Commissioner s approval of this Agreement.. SECTION XI District created by Developer is shown on Exhibit A attached hereto and incorporated herein. The improvements cited herein or depicted on the plat attached hereto are understood to be the minimum acceptable to County. SECTION XII Prior to the commencement of the construction of the improvements contemplated by this Agreement, Developer and District shall submit (1) all plans and specifications to the Sarpy County Building Inspector or designated representative for review and approval and (2) copies of all subsidiary and/or ancillary agreements with utility companies and others providing service for the public improvements contemplated by this Agreement as subsidiary/ancillary agreements are signed. As built plans shall be filed by District s engineer within sixty (60) days of District s acceptance of work, and in no event later than the filing of information to be provided pursuant to Subsection VIII.D. above. SECTION XIII District and Developer shall not discriminate against any parties on account of race, national origin, sex, age, political or religious affiliations, or disabilities in violation of federal, state, or local ordinances. 14

SECTION XIV The Parties shall, without cost to County, conform to the requirements of the applicable County regulations and ordinances and any change in those regulations and ordinances. SECTION XV Each party agrees to provide the other Parties with as much advance notice as is reasonably possible when this Agreement calls for the approval of a Party before an action can be taken. The Parties agree to cooperate in the undertakings contemplated by this Agreement and shall share and exchange necessary reports and other documents as required and when reasonably requested by other Parties to this Agreement. Any notice required under this Agreement shall be in writing and shall be sent by certified mail, return receipt requested, to the addresses as noted below. Any party to this Agreement may change its address for notice specified hereunder by sending written confirmation of such change by certified mail, return receipt requested, to the other Parties to this Agreement. The addresses for the purpose of notice and other communications are as follows: For Developer: For Sanitary and Improvement District 294: For County: Tim Young BoyerYoung Equities XVI, LLC 9719 Giles Road LaVista, NE 68128 Mark Boyer, Clerk BoyerYoung 9719 Giles Road LaVista, NE 68128 ith Copy to: Larry Jobeun, Attorney 114 est Center Road Omaha, NE 68144 County Clerk, County of Sarpy 210 Golden Gate Dr., # Papillion, NE 68046 and Planning and Building Department, County of Sarpy 1261 Golden Gate Dr. Papillion, NE 68046 15

SECTION XVI This Agreement shall be binding upon the Parties, their respective successors and assigns. The covenants, warranties, and other obligations of this Agreement shall be binding upon and inure to the benefit of the Parties hereto and their respective heirs, personal representatives, successors, and assigns. The Parties agree that a Party s obligation to perform pursuant to this Agreement may only be released to the extent said obligation is assumed, by written agreement or by operation of law, by the respective heirs, personal representatives, successors, and assigns. SECTION XVII The laws of the State of Nebraska shall govern as to the interpretation, validity, and effect of this Agreement. SECTION XVIII This Agreement constitutes the entire agreement between the Parties hereto with respect to the subject matter hereof and supersedes all prior agreements and understandings, oral and written, between the Parties with respect to the subject matter of this Agreement. This Agreement may not be amended, modified, or altered unless by written agreement signed by all Parties to this Agreement. SECTION XIX Every representation, covenant, warranty, or other obligation within this Agreement shall carry with it an obligation of good faith in its performance or enforcement. SECTION XX Developer and Sanitary and Improvement District represent, covenant, and warrant that the making and execution of this Agreement, and all other documents and instruments required hereunder, have been duly authorized by the necessary corporate action of Developer and have been duly approved and authorized by the Board of Trustees of District, and are valid, binding, and enforceable obligations of Developer and District in accordance with their respective terms. SECTION XXI This Agreement may be recorded at the option of any party hereto at the expense of the recording party. 16

IN ITNE HEREOF, we, the contracting Parties, by our respective duly authorized agents, hereby enter into this Agreement, effective on the day and year affixed hereon. Executed in triplicate on the dates indicated with the signatures below. Executed by Sarpy County this 6th day of June, 17. SARPY COUNTY, NEBRASKA, A Political Subdivision Chairperson, Board of Commissioners Attest: Approved as to form: Sarpy County Clerk Sarpy County Attorney 17

36.39' 119 06'19" 81.72' NORTHE CORNER OF THE SE1/4 SEC 18-T14N-R11E (POINT OF BEGINNING) SECTION CORNER TIES SOUTH 3.56' TO "X" NAIL IN TOP OF OOD PO SOUTH 13.35' TO "X" NAIL IN TOP OF OOD PO S 13.62' TO "X" NAIL IN TOP OF OOD PO 126.61' 118.73' N02 19'45" 1187.46' 87.60' 0 1 2 3 4 5 258 6 7 8 299 257 298 S 197TH AVENUE 256 ROSEOOD N86 54'54"E 575.85' 44.17' 141.77' 108.18' 70.10' 67.' 67.' 77.23' 60 23'39" 79 44'46" 67.23' 67.23' 67.23' 67.23' 67.23' 67.' 79.89' 50.00' 16.5' AT&T EASEMENT IN No. 04-43808 90 18'59" 90 18'59" 90 18'59" 90 18'59" 90 18'59" 159.80' 38.41' 161.38' 177.66' N.R. 136.55' N.R. 90 18'59" 90 18'59" 49 42'49" 131.71' 132.08' 63.95' (63.95') 63.95' 132.45' 132.82' 135 29'58" 133.' 128 26'26" 133.57' 133.94' 50.00' 224.73' N.R..26' 59.09' 32.47' 46.75' 96 03'36" 67.23' 67.23' 67.23' 67.23' 67.23' 67.' 27.42' 12.97' (29.66') 85.49' 168.12' N.R. 56.03' OUTLOT "I" 1.600 AC 4 5 359.94' 151.53' N.R. 3 297 289 288 287 286 285 284 281 255 283 282 52.86' 91.99' 83.57' 73.' 58.12' 75 59'14" 59.07' 50.00' (461.13') 110 56'05" 2.04' 67.17' 50.00' 2.04' 56.51' 148.27' 64.04' 70.00' 70.00' 70.00' 70.00' 69.99' 47.10' 50.00' 5.96' 59.05' 59.17' 53.43' 84 33'55" 189.43' 129.86' N.R..09' 12.99' 84.87' 132.69' 69.72' 59.04' 1.96' 46.05' 91 34'58" 2 1.12' N.R. 5.96' 119.09' 70.00' 70.00' 254 296 61.68' 280 N58 00'05" 651.93' 70.00' N.R. 64.07' 67.18' 70.00' 69.99' 32.77' 90.50' 51.82' 178 55'51" 160 26'34" REET 44.18' 26.89' 70.00' 72.62' 72.00' 58.76' 64.85' 61.78' 61.72' 253 REDOOD REET 290 291 292 67.46' 23.16' 279 73.' 34.96' 44.' 295 67.' 272 273 274 275 276 277 278 44.22' 72.80' 48.39' 271 252 294 8 S 197TH REET 1 7 259 180.00' S29 43'37" 260 293 4.83' 12.02' 103.32' 90 26'22" 91 16'50" 163 01'38" 9.90' 80 53'01" 84.07' 89 33'38" 75.80' 72.99' 67 35'26" 76 00'05" 84 24'45" 89 38'45" 88 43'10" 90 '18" 90 23'51" 101 10'24" 98 23'02" 21.81' 178 43'10" 96 04'25" 100 53'57" 11.78' 19.84' (53.54') 7.77' 127.00' 175.34' 146.99' 132.65' 129.83' 127.' 132.83' 67.02' (135.25') 175 43'18" 90 00'15" 50.00' 106.36' (11.69') 89 59'45" 72.80' 214.58' 21.81' (81.71') 36.59' 171 49'36" (264.81') 87.85' 261 266 265 264 262 263 267 S60 16'49"E 44.38' 121.50' 149.70' S26 08'44" S03 05'06"E S 197TH REET 600.91' 51.02' 88.60' 22.' 90 00'26" 62.39' 41.44' 66.38' 66.53' 67.' 39.12' 87.85' 67.37' 50.00' PERMANENT ORM SEER EASEMENT (SEE NOTE 5) 12.24' 90 00'15" 62.39' 66.81' 69.84' 89 59'45" 46.41' 95.57' 49.92' 114.05' 68.79' 66.81' 67.70' 50.00' 50.00' (194.33') 50.00' 104.' 68.05' (45.25') 75.' 50.98' 67.02' 66.61' 136.17' 68.73' 10.32' 93.56' 77.13' 72.89' 22.94' 12.38' 136 43'42" 95 29'28" 50.00' 121.50' 56.89' 9 56.14' S 196TH S41 54'54" 12.02' S03 04'51"E 50.00' N86 54'54"E 179.44' 6 268 S68 27'13"E 49.92' 79.83' 78 '" 11.82' 134 03'14" (144.83') 12.38' 136 43'42" 1.41' 97.83' 11.47' 12.39' 1.52' 19.92' 115.23' 132.94' 1.27' 1.04' 12.39' 10.78' 129.42' 29.28' 73.22' 51.69' 98.01' 42.31' 85 51'36" 173 27'" 67.00' 125.39' 1.21' 26.34' 92 39'33" 42.35' 178 54'23" 125.39' S02 28'14"E 164.41' S '25" 269 270 S69 29'35"E 129.83' 50.00' 64.11' 95 50'59" 67.57' 100 06'07" (97.92') 91 24'08" 74.78' 75.' 89 49'" 14.33' 85 34'16" 77.16' 170 23'45" (1.31') 18.18' 128.72' 94 54'00" 90 10'" 178 43'54" 5' IDE LANDSCAPE AND TRAIL EASEMENT (SEE NOTE 5) 50.00' 84 19'14" 135 '53" 12.16' 67.07' 63.64' 112.44' 124.52' N.R. 9.60' 88 59'13" 96 14'13" 87 46'48" 178 47'35" 46.44' 86 39'01" 21.52' 173 14'07" 60.85' 86 03'01" 76.80' 163 49'46" S00 51'53" 76.80' S17 02'07" 67.96' S23 48'01" 70.45' S25 00'26" 63.64' S19 47'00" 67.07' S09 02'01" 67.57' S01 12'08"E 81.72' S03 26'25" 50.00' S08 54'22" 77.16' S18 '37" 68.69' S19 36'14" 71.59' NOTES: LOT NO. 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 REMINGTON RIDGE LOTS 252 THRU 8 & OUTLOT "I" INCLUSIVE BEING A TRACT OF LAND LOCATED IN PART OF THE 1/2 OF THE SE1/4, ALL LOCATED IN THE SE1/4 OF SECTION 18, TONSHIP 14 NORTH, RANGE 11 EA OF THE 6TH P.M., SARPY COUNTY, NEBRASKA. 100 0 100 1 inch = 100 ft. LOT AREAS CURVE 1 2 3 4 5 6 7 8 9 SQ. FOOTAGE 10,3 9,9 9,542 10,091 11,165 12,841 15,255 12,446 10,143 9,782 11,537 11,528 9,801 9,985 11,4 10,611 9,486 9,664 11,948 CENTER-LINE CURVE TABLE RADIUS 465.00' 4.73' 150.00' 150.00' 150.00' 153.72' 0.00' 460.00' 800.00' LOT NO. 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 1. ALL ANGLES ARE 90 UNLE OTHERISE NOTED. LENGTH 101.00' 158.35' 170.' 69.69' 234.47' 78.09' 0.13' 359.81' 11.12' LOT AREAS SQ. FOOTAGE 13,371 11,856 10,070 9,107 8,681 8,648 9,042 9,782 9,773 11,941 14,981 9,788 9,098 9,100 9,100 9,100 9,100 9,100 12,123 TANGENT 50.70' 80.04' 95.72' 35.48' 148.85' 39.91' 102.' 189.68' 5.56' LOT NO. 290 291 292 293 294 295 296 297 298 299 0 1 2 3 4 5 6 7 8 LEGEND BOUNDARY LINE LOT LINE EASEMENTS DELTA 12 26'39" 35'09" 65 05'10" 26 37'07" 89 33'38" 29 06'19" 28 39'57" 44 49'01" 0 47'48" LOT AREAS 2. ALL LOT LINES ARE RADIAL TO CURVED REETS UNLE SHON AS NONRADIAL (N.R.). RIGHT OF AY LINE EXI. SECTION LINES EXI. PROPERTY LINES SQ. FOOTAGE 9,424 9,464 13,6 10,003 8,736 8,736 8,880 11,327 16,444,973 13,029 9,943 8,867 8,892 8,917 8,942 8,967 9,001 10,699 3. THE CHAMFERS FOR SIDEALKS ON CORNER LOTS ARE SET AT EIGHT AND A HALF FEET (8.5') RADII FROM THE INTERSECTION OF RIGHT-OF-AY LINES. NO ANGLES SHON HEN RIGHT-OF-AY LINES HAVE 90 ANGLE. 4. OUTLOT "I" SHALL BE USED FOR AS BUFFER / GREEN SPACE AND CHANNEL. 5. ALL EASEMENTS THAT ARE NOT LABELED ITH ANY RECORDING INFORMATION ILL BE RECORDED BY A SEPARATE DOCUMENT. 6. DIRECT VEHICULAR ACCE ILL NOT BE ALLOED TO ROSEOOD REET FROM LOTS 259, 280, 281, AND 8. 7. DIRECT VEHICULAR ACCE ILL NOT BE ALLOED TO REDOOD REET FROM LOTS 270 AND 292. 8. DIRECT VEHICULAR ACCE ILL NOT BE ALLOED TO COTTONOOD REET FROM LOTS 262 AND 263. DEDICATION KNO ALL MEN BY THESE PRESENTS THAT E, BOYER-YOUNG EQUITIES XIV, LLC, ONERS OF THE PROPERTY DESCRIBED IN THE SURVEYOR CERTIFICATION AND EMBRACED ITHIN THIS PLAT, HAVE CAUSED SAID LAND TO BE SUBDIVIDED INTO LOTS TO BE NUMBERED AND NAMED AS SHON, SAID SUBDIVISION TO BE HEREAFTER KNON AS REMINGTON RIDGE (LOTS TO BE NUMBERED AS SHON), AND E DO HEREBY RATIFY AND APPROVE OF THE DISPOSITION OF OUR PROPERTY AS SHON ON THE PLAT, AND E DO HEREBY DEDICATE TO THE PUBLIC FOR PUBLIC USE THE REETS, AVENUES, AND E DO HEREBY GRANT EASEMENTS AS SHON ON THIS PLAT, E DO FURTHER GRANT A PERPETUAL EASEMENT TO THE OMAHA PUBLIC POER DIRICT, CENTURYLINK COMMUNICATIONS AND ANY COMPANY HICH HAS BEEN GRANTED A FRANCHISE TO PROVIDE A CABLE TELEVISION SYEM IN THE AREA TO BE SUBDIVIDED, THEIR SUCCEORS AND AIGNS, TO ERECT, OPERATE, MAINTAIN, REPAIR AND RENE POLES, IRES, CABLES, CONDUITS AND OTHER RELATED FACILITIES, AND TO EXTEND THEREON IRES OR CABLES FOR THE CARRYING AND TRANSMIION OF ELECTRIC CURRENT FOR LIGHT, HEAT AND POER AND FOR THE TRANSMIION OF SIGNALS AND SOUNDS OF ALL KINDS INCLUDING SIGNALS PROVIDED BY A CABLE TELEVISION SYEM, AND THE RECEPTION ON, OVER, THROUGH, UNDER AND ACRO A FIVE-FOOT (5') IDE RIP OF LAND ABUTTING ALL FRONT AND SIDE BOUNDARY LOT LINES; AN EIGHT-FOOT (8') IDE RIP OF LAND ABUTTING THE REAR BOUNDARY LINES OF ALL INTERIOR LOTS; AND A SIXTEEN-FOOT (16') IDE RIP OF LAND ABUTTING THE REAR BOUNDARY LINES OF ALL EXTERIOR LOTS. THE TERM EXTERIOR LOTS IS HEREIN DEFINED AS THOSE LOTS FORMING THE OUTER PERIMETER OF THE ABOVE-DESCRIBED ADDITION. SAID SIXTEEN-FOOT (16') IDE EASEMENT ILL BE REDUCED TO AN EIGHT-FOOT (8') IDE RIP HEN THE ADJACENT LAND IS SURVEYED, PLATTED AND RECORDED AND E DO FURTHER GRANT A PERPETUAL EASEMENT TO METROPOLITAN UTILITIES DIRICT, THEIR SUCCEORS AND AIGNS, TO ERECT, INALL, OPERATE, MAINTAIN, REPAIR AND RENE PIPELINES, HYDRANTS AND OTHER RELATED FACILITIES, AND TO EXTEND THEREON PIPES FOR THE TRANSMIION OF GAS AND ATER ON, THROUGH, UNDER AND ACRO A FIVE-FOOT (5') IDE RIP OF LAND ABUTTING ALL CUL-DE-SAC REETS. NO PERMANENT BUILDINGS OR RETAINING ALLS SHALL BE PLACED IN THE SAID EASEMENT AYS, BUT THE SAME MAY BE USED FOR GARDENS, SHRUBS, LANDSCAPING AND OTHER PURPOSES THAT DO NOT THEN OR LATER INTERFERE ITH THE AFORESAID USES OR RIGHTS HEREIN GRANTED. BY: BOYER-YOUNG EQUITIES XIV, LLC TIM YOUNG, PRESIDENT DATE ACKNOLEDGEMENT OF NOTARY ATE OF NEBRASKA ) COUNTY OF SARPY ) ON THIS DAY OF,, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY, PERSONALLY CAME TIM YOUNG, PRESIDENT OF BOYER-YOUNG EQUITIES XIV, LLC., HO IS PERSONALLY KNON TO BE THE IDENTICAL PERSON HOSE NAME IS AFFIXED TO THE DEDICATION ON THIS PLAT AND ACKNOLEDGED THE SAME TO BE HIS VOLUNTARY ACT AND DEED. ITNE MY HAND AND NOTARIAL SEAL THE DAY AND YEAR LA ABOVE RITTEN. NOTARY PUBLIC APPROVAL OF SARPY COUNTY PLANNING DIRECTOR THIS SUBDIVISION OF REMINGTON RIDGE AS APPROVED BY THE SARPY COUNTY PLANNING DIRECTOR. SARPY COUNTY PLANNING DIRECTOR DATE REVIE BY SARPY COUNTY PUBLIC ORKS THIS PLAT OF REMINGTON RIDGE AS REVIEED BY THE THE SARPY COUNTY SURVEYOR'S OFFICE THIS DAY OF,. COUNTY SURVEYOR / ENGINEER SURVEYORS CERTIFICATION I HEREBY CERTIFY THAT I HAVE MADE A GROUND SURVEY OF THE SUBDIVISION DESCRIBED HEREIN AND THAT PERMANENT MONUMENTS HAVE BEEN PLACED ON THE BOUNDARY OF THE ITHIN PLAT AND PERMANENT MONUMENTS AND AKES AT ALL CORNERS OF ALL LOTS, REETS AND ANGLE POINTS IN REMINGTON RIDGE (THE LOTS NUMBERED AS SHON). A TRACT OF LAND LOCATED IN PART OF THE N1/4 OF THE SE1/4 AND PART OF THE S1/4 OF THE SE1/4, LOCATED IN SECTION 18, TONSHIP 14 NORTH, RANGE 11 EA OF THE 6TH P.M., SARPY COUNTY,NEBRASKA. MORE PARTICULARLY DESCRIBED AS FOLLOS: BEGINNING AT THE NORTHE CORNER OF SAID SE1/4 OF SECTION 18; THENCE N86 54'54"E (AUMED BEARING) ALONG THE NORTH LINE OF SAID SE1/4 OF SECTION 18, SAID LINE ALSO BEING SOUTH LINE OF LOTS 5 THRU 210, BELLBROOK, A SUBDIVISION LOCATED IN THE NORTH1/2 OF SAID SECTION 18, A DIANCE OF 575.85 FEET TO THE SOUTHEA CORNER OF SAID LOT 6, BELLBROOK, SAID POINT BEING ON THE E RIGHT-OF-AY LINE OF 197TH REET; THENCE ALONG SAID E RIGHT-OF-AY LINE OF 197TH THE FOLLOING THREE (3) DESCRIBED COURSES: (1) THENCE S03 05'06"E, A DIANCE OF 121.50 FEET; (2) THENCE S41 54'45", A DIANCE OF 12.02 FEET; (3) THENCE S03 04'51"E, A DIANCE OF 50.00 FEET TO THE POINT OF INTERSECTION OF SAID E RIGHT-OF-AY LINE OF 197TH REET AND THE SOUTH RIGHT-OF-AY LINE OF REDOOD REET; THENCE N86 54'54"E ALONG THE SAID SOUTH RIGHT-OF-AY LINE OF REDOOD REET, A DIANCE OF 179.44 FEET TO THE NORTHE CORNER OF LOT 237, REMINGTON RIDGE, A SUBDIVISION LOCATED IN SAID SE1/4 OF SECTION 18; THENCE ALONG E LINE OF SAID LOT 237, LOT 238 THRU 251, SAID REMINGTON RIDGE, THE FOLLOING FOURTEEN (14) DESCRIBED COURSES: (1) THENCE SOO 51'53", A DIANCE OF 76.80 FEET; (2) THENCE S17 02'07", A DIANCE OF 67.96 FEET; (3) THENCE S23 48'01", A DIANCE OF 70.45 FEET; (4) THENCE S25 00'26", A DIANCE OF 63.64 FEET; (5) THENCE S19 47'00", A DIANCE OF 67.07 FEET; (6) THENCE S09 02'01", A DIANCE OF 65.57 FEET; (7) THENCE S02 28'14"E, A DIANCE OF 164.41 FEET; (8) THENCE S01 12'08"E, A DIANCE OF 81.72 FEET; (9) THENCE S03 26'25", A DIANCE OF 50.00 FEET; (10) THENCE S08 54'22", A DIANCE OF 77.16 FEET; (11) THENCE S18 '37", A DIANCE OF 68.69 FEET; (12) THENCE S19 36'14", A DIANCE OF 71.59 FEET; (13) THENCE S26 08'44", A DIANCE OF 149.70 FEET; (14) THENCE S29 43'37", A DIANCE OF 180.00 FEET TO THE SOUTHE CORNER OF SAID LOT 251, REMINGTON RIDGE; THENCE ALONG THE SOUTH LINE OF LOT 250 AND SAID LOT 251, REMINGTON RIDGE, ALONG THREE (3) DESCRIBED COURSES: (1) THENCE S60 16'49"E, A DIANCE OF 44.38 FEET; (2) THENCE S68 27'13"E, A DIANCE OF 49.92 FEET; (3) THENCE S69 29'35"E, A DIANCE OF 129.83 FEET TO THE SOUTHE CORNER OF LOT 212, SAID REMINGTON RIDGE, SAID CORNER ALSO BEING THE NORTHE CORNER OF OUTLOT "H", SAID REMINGTON RIDGE, SAID POINT ALSO BEING ON THE EA RIGHT-OF-AY LINE OF 196TH REET; THENCE S '25" ALONG THE E LINE OF SAID OUTLOT "H", REMINGTON RIDGE, A DIANCE OF 125.39 FEET, REMINGTON RIDGE; THENCE N58 00'05", A DIANCE OF 651.93 FEET TO THE E LINE OF SAID SE1/4 OF SECTION 18; THENCE N02 19'45" ALONG SAID E LINE OF THE SE1/4 OF SECTION 18, A DIANCE OF 1,187.46 FEET TO THE POINT OF BEGINNING. SAID TRACT OF LAND CONTAINS 819,651 SQUARE FEET OR 18.817 ACRES, MORE OR LE. ERIC A. SCHABEN LS-608 DATE APPROVAL OF SARPY COUNTY PLANNING COMMIION THIS SUBDIVISION OF REMINGTON RIDGE AS APPROVED BY THE SARPY COUNTY PLANNING COMMIION. CHAIRMAN, SARPY COUNTY PLANNING COMMIION DATE APPROVAL OF THE SARPY COUNTY BOARD THIS SUBDIVISION OF REMINGTON RIDGE AS APPROVED BY THE SARPY COUNTY BOARD. CHAIRMAN DATE ATTE COUNTY CLERK COUNTY TREASURER'S CERTIFICATE THIS IS TO CERTIFY THAT I FIND NO REGULAR OR SPECIAL TAXES DUE OR DELINQUENT AGAIN THE PROPERTY DESCRIBED IN THE SURVEYOR'S CERTIFICATE AND EMBRACED IN THIS PLAT AS SHON BY THE RECORDS OF THIS OFFICE. COUNTY TREASURER DATE Revisions E & A CONSULTING GROUP, INC. P10.083.002 Proj No: No 02/07/17 Date: Engineering Planning Environmental & Field Services REMINGTON RIDGE LOTS 252 THRU 8 & OUTLOT "I" INCLUSIVE EXHIBIT "A" FINAL PLAT MA Designed By: SARPY COUNTY, NEBRASKA JRS Drawn By: 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com 1" = 100' Scale: 1 of 1 Sheet: K:\Projects\10\083\p01\Plat\Final Design\FP PHSIV-000.dwg 5/16/17 7:26 AM Jeff Stoll

4" 4" 4" GILES ROAD OHP FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OHP OUTLOT "G" 1.475 AC OUTLOT "H" 4.983 AC OUTLOT "E" 3.394 AC ne1call.com Dial: 811 know what's below. Call before you dig. APPROXIMATE QUANTITIES ITEM DESCRIPTION QUANTITY UNIT 1 EARTHORK (COMMON EXCAVATION) 632 CY 2 EARTHORK (FILL) 3 CY 3 EARTHORK (SUBGRADE PREP) 0 CY 4 CONRUCT 4" P.C.C. SIDEALK 110 SY 5 CONRUCT 6" P.C.C. TRAIL 1260 SY 6 CONRUCT SILT FENCE 1367 LF 7 INALL INLET PROTECTION 1 EA 8 SEED DIURBED AREAS - TYPE 'B' 0.2 AC 211 210 9 BENCHMARK: BENCHMARK #1: CURB INLET RIM ELEV: 1212.08 BENCHMARK #2: ORM MANHOLE RIM ELEV: 1213.06 PERMANENT DRAINAGE AND SEER EASEMENT (SEE NOTE 5) OHP OHP ROBIN DRIVE 194TH REET ROSEOOD REET REMINGTON RIDGE TRAIL PLAN Located in the SE 1/4 of Section 18, Township 14, Range 11, of the 6th P.M. SID NO. 294 SARPY COUNTY, NEBRASKA BM2 PROJECT SITE VICINITY MAP 100 0 100 1 inch = 100 ft. PROJECT INFORMATION APPLICANT DESIGNER Boyer Yound Real Estate Co. E & A Consulting Group, Inc Tim Young Jeff Kopocis, P.E. 9719 Giles Road 10909 Mill Valley Road, Suite 100 La Vista, NE 68128 Omaha, NE 68154 P: 2.334.3690 P: 2.895.4700 F: 2.334.3688 F: 2.895.3599 TYoung@boyeryoung.com jkopocis@eacg.com INSPECTOR CONTRACTOR E & A Consulting Group, Inc Randy Pierce, P.E. 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 P: 2.895.4700 F: 2.895.3599 Email: rpierce@eacg.com 4TH REET GILES ROAD 180TH REET Section II Section I 192ND REET HARRISON REET INDEX OF SHEETS SHEET NO. DESCRIPTIONS 1 COVER SHEET 2 NOTES & DETAILS 3 TRAIL PLAN AND PROFILE 4 CRO SECTIONS A 0+50 - A 4+50 5 CRO SECTIONS A 5+00 - A 8+50 6 CRO SECTIONS A 9+00 - A 12+50 7 CRO SECTIONS A 13+00 - A 14+00 BM1 Preliminary Not for Construction EXHIBIT A-1 Proj No: Date: Designed By: Drawn By: Scale: P10.083.002 06/01/16 JK JDL SEE SHEET Sheet: 1 of 7 No Revisions E & A CONSULTING GROUP, INC. COVER SHEET REMINGTON RIDGE TRAIL PLAN SARPY COUNTY, NEBRASKA Engineering Planning Environmental & Field Services 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 3/16/17 10:27 AM K:\Projects\10\083\p02\PvSt - I\Final Design\Trail Plan - 000.dwg

GENERAL CONRUCTION NOTES 1. The time limit to complete all work shall be fifteen (15) working days. 2. All project procedures, materials, bonds and reserves shall conform to the City of Omaha Specifications for Public orks Construction 14, and any additions thereto. It will be the responsibility of the CONTRACTOR to be aware of the contents of the aforementioned specifications. The aforementioned publication can be found at http://www.cityofomaha.org/pw/index.php/contractors-consultants2/contractors/standard-plates-curb-ramps-and-specifications 3. Barricades shall conform to Omaha Public orks Barricading Standards, Specifications, Methods & Materials, and/or the Manual on Uniform Traffic Control Devices, and any additions thereto. The aforementioned publications can be found at http://www.cityofomaha.org/pw/images/pdf/barricading-standards-specs-methods-and-materials.pdf 4. The CONTRACTOR shall adhere to and meets all construction specifications & plans; maintenance, safety, workmanship, & testing requirements; and applicable regulatory compliance issues. 5. Approval must be obtained from the Sarpy County Engineer for all applicable public improvements prior to the commencement of construction. The CONTRACTOR shall check with the INSPECTOR for Sarpy County Public orks Department approval of the project before starting work. 6. The CONTRACTOR and INSPECTOR must assure all impacted government agencies (Sarpy County, State of Nebraska, Corps of Engineers, Papio-Missouri River Natural Resource District, United States Federal Government, etc.) have granted all applicable permission to proceed with construction prior to mobilization. Furthermore, 48 hours prior to the commencement of construction, the INSPECTOR must notify all concerned parties that work will be proceeding within each impacted government agency jurisdictional boundary. 7. Construction found unacceptable to the Sarpy County Public orks Department shall be removed and replaced at the CONTRACTORS expense. 8. The INSPECTOR must notify the following Sarpy County Public orks Department personnel 48 hours prior to all preconstruction meetings and 48 hours prior to the start of any construction: Brian Becker (Phone: 2-537-6929; email: bbecker@sarpy.com). 9. The INSPECTOR must submit weekly progress reports to the following Sarpy County Public orks Department employee no later than the following week ending date: Brian Becker (Phone: 2-537-6929; email: bbecker@sarpy.com) 10. The INSPECTOR must notify the following Sarpy County Public orks Department personnel 48 hours prior to lane closures and 24 hours prior to lane restrictions: Brian Becker (Phone: 2-537-6929; email: bbecker@sarpy.com). 11. All operations conducted on the premises, including the warming-up, repair, arrival, departure, or running of trucks, earthmoving equipment, construction equipment, and any other associated equipment shall be limited to the period between 7:00 A.M. and 6:00 P.M. Monday thru Friday; and, no earthmoving or grading operations shall be conducted on the premises on Saturdays or Sundays or legal holidays, unless waived by the INSPECTOR and City of Omaha Public orks Department. 12. The CONTRACTOR shall notify all impacted utility companies via One Call (811), 48 hours before work is started to verify utility locations. 13. The existence and location of any overhead or underground utility lines, pipes, or structures shown on these plans are obtained by a research of the available records. Existing utilities are approximate and for record purposes. Existing utilities are located on plans only for the convenience of the CONTRACTOR. Existing utility service laterals may not be shown on the plans. The CONTRACTOR shall locate all underground and overhead interference's which may affect his operation during construction and shall take all necessary precautions to avoid damage to same. 14. The CONTRACTOR shall take all precautionary measures necessary to protect existing utility lines, structures and street improvements which are to remain in place, from damage, and all such improvements or structures damaged by the CONTRACTOR'S operations shall be repaired or replaced satisfactory to the INSPECTOR and owning utility company at the expense of the CONTRACTOR. 15. All construction shall be as shown on these plans. Any revisions shall have the prior written approval of the DESIGNER and Sarpy County Public orks Department. 16. Construction may require the disturbance of existing drainage and erosion control measures. The CONTRACTOR shall make himself aware of the existing drainage and erosion control measures prior to bidding this work. A copy of the Grading and Erosion Control Plan SAR11-1469-1 is available for review at the office of the DESIGNER and INSPECTOR. The function of these items must be maintained throughout construction with emphasis placed on restoring their integrity prior to any rainfall event. Erosion control improvements have been constructed on this site, including terraces, silt fencing, and temporary sediment basins. The CONTRACTOR shall be responsible for prompt reconstruction of any erosion control improvements disturbed by his operations. All disturbed erosion control improvements shall be fully reconstructed at the end of each working day prior to leaving the site. 17. Elevations are referenced to U.S.G.S. Datum. 18. CONTRACTOR shall adjust all new and existing inlets, valve boxes, manhole rims, and sewer clean outs, etc. to finish grade as applicable whether or not they are shown on the plans. 19. The CONTRACTOR must adhere to good housekeeping best management practices at all times. Good housekeeping best management practices focus on keeping the work site clean and orderly while handling materials and waste in a manner that eliminates the potential for pollutant runoff.. The construction documents (e.g., Contract, Bond, Insurance, Specifications, and Plans) are essential and a requirement in one part is as binding as though occurring in all. Thus, the construction documents are complementary in nature. The documents describe and provide the complete construction project. The CONTRACTOR may not take advantage of any apparent construction project errors or omissions. The CONTRACTOR shall notify the INSPECTOR promptly of any omissions or errors. In the case of a discrepancy between parts of the construction documents, the most stringent construction methodology shall rule. 21. The CONTRACTOR shall be responsible for coordinating their work with the Engineer in requesting line stakes and grades. The Owner will not be responsible for delays due to lack of grades or line stakes. GENERAL CONRUCTION NOTES 22. The CONTRACTOR shall be charged for replacing construction stakes and lot pins which are destroyed by his operations. 23. The CONTRACTOR is hereby referred to Subsection 100.03 of the Standard Specifications relative to cleaning of the work area. The final estimate will not be processed until the Contractor has satisfactorily cleaned and flushed the pavement slab of all rubbish, excess material, mud and debris, and all parts of the work area have been left in a neat and presentable manner. All disturbed right-of-way areas shall be restored to a level and smooth SECTION prior to acceptance of the work. 24. The CONTRACTOR shall place silt fence as shown and as directed by the Engineer to prevent sediment from leaving the construction site. 25. Contractor is referred to the following City of Omaha Standard Plates: ITEMS ANDARD PLATE REVISION DATE Sidewalk Construction Detail 500-02 06/03/15 Concrete Curb Ramps (4 Sheets) 500-82 12/10/13 Standard Plates are available from the City of Omaha Public orks Department, 1819 Farnam St.,Suite 600, Omaha NE. 68183, PH 2.444.52. Plates may also be downloaded via the Internet from the City of Omaha eb Site at: http://www.cityofomaha.org/pw/index.php/contractors-consultants2/contractors PAVEMENT CONRUCTION NOTES 1. Sidewalk subgrade shall be prepared and compacted in accordance with City of Omaha Specifications for Public orks Construction. 2. Concrete for the sidewalk & trail slab shall be class SG65 or L6 air-entrained concrete made from Type 1 Portland Cement in accordance with the City of Omaha Specifications for Public orks Construction unless otherwise shown on plans. 3. ater-reducing admixture shall be added to all hand-placed and finished concrete. 4. The CONTRACTOR shall construct, with the INSPECTORS assurance of conformity, ADA compliant curb ramps at all intersection returns where new sidewalk is constructed, as well as where existing sidewalk has been removed. All ADA compliant curb ramps shall conform to the City of Omaha standard ramp details. 5. ithin one (1) hour the concrete pavement shall be cured using a white pigmented liquid membrane-forming curing compound that has been approved by the State of Nebraska Department of Roads. Apply liquid membrane-forming curing compound at the concentration and application rate recommended by the manufacturer. 6. The work under Bid Item "Earthwork (Subgrade Preparation)" includes the adjustment of the subgrade under all areas to be surfaced including sidewalks, ramps, and the area 6 inches beyond the longitudinal edges of the sidewalk or the backs of curbs for proper placing of the pavement slab. The Contractor shall scarify and recompact the subgrade to a depth of six inches. The subgrade as described shall be compacted to 95% maximum dry density as determined in accordance with the most current edition of AM D698 (Standard Proctor) with moisture limits of -3% to +4% optimum. 7. Under no conditions will heavy equipment be allowed on concrete paving without proper planking or bridging, and then only with the approval of the Engineer. The pavement shall be open for use in accordance with Section 500.03 (N) of the City of Omaha Standard Specifications. 8. Rubble and waste materials shall be removed from the site and lawfully disposed, salvaged and recycled. Slope Varies to Existing Grade 3:1 Max 6" Depth for Trail 4" Depth for Sidewalk 2' TRAIL SHOULDER 4' SIDEALK SHOULDER 4' FOR SIDEALK 8' FOR TRAIL 6" Subgrade Compacted to 95% Max Dry Density as Determined by AM D698 (Standard Method) ith Moisture Limits of -3% to +4% Optimum. Subgrade Compaction is to Extend out 1' Minimum Beyond the Edge of Sidewalk. TYPICAL SIDEALK & TRAIL CONDITIONED SOILS BACK FILL DETAIL NOTES 2% NOT TO SCALE 1. Sidewalk/Trail cross slope may vary to suit existing condition, but in no case shall it exceed 2%. 2. Use sealing filler, hot poured type, on all expansion joints. 3. Joint spacing shall be equal to the width of the sidewalk/trail. 2' TRAIL SHOULDER Slope for Positive Drainage Backfill with Conditioned Soil Minimum Backfill Area Shall be 1' ide by 5" Deep on Both Sides Revisions E & A CONSULTING GROUP, INC. Engineering Planning Environmental & Field Services REMINGTON RIDGE TRAIL PLAN NOTES & DETAILS 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com SARPY COUNTY, NEBRASKA K:\Projects\10\083\p02\PvSt - I\Final Design\Trail Plan - 000.dwg Preliminary Not for Construction P10.083.002 No 06/01/16 JK JDL SEE SHEET 2 of 7 3/16/17 10:27 AM Exhibit A-1 Proj No: Date: Designed By: Drawn By: Scale: Sheet: Matthew Taylor

-0.1072% -0.1171% 14+25 14+00 13+50 13+00 12+50 12+00 11+50 11+0+5+00 9+50 9+00 8+50 8+00 7+50 7+00 1197.8 14.59.5 11.08 1196.3 1197.10 1191.7 1193.12 1187.1 1189.73 1187.9 1188.23 1187.5 1188.01 1187.4 1187.90 1187.5 1187.96 1188.0 1188.02.3 1187.81 1186.5.25.8 1181.90 1179.3 1179.07 1177.8 1177.90 END PAVEMENT Sta = 14+03.76 Elev = 14.85 LO POINT ELEV = 1188.165 LO POINT A = 11+41.13 PVI A = 11+89.94 PVI ELEV = 1188.34 K = 13 97.64' VC HIGH POINT ELEV = 1188.05 HIGH POINT A = 9+.26 PVI A = 8+92.15 PVI ELEV = 1188.08 K = 9 58.21' VC 6.7149% 0.3651% EVCS: 7+89.32 PVI A: 14+07.76 PVI ELEV: 14.77 EVCE: 1181.180 BVCS: 6+89.32 BVCE: 1177.876 7.9554% EVCS: 12+38.76 EVCE: 1192.227 PVI A: 10+64.13 PVI ELEV: 1187.88 EVCS: 9+21.26 EVCE: 1188.051 BVCS: 8+63.05 7.0144% BVCE: 1186.131-2.1115% BVCS: 11+41.13 BVCE: 1188.165 LO POINT ELEV = 1177.875 LO POINT A = 6+90.89 PVI A = 7+39.32 PVI ELEV = 1177.82 K = 15 100.00' VC PVI A: 14+03.76 PVI ELEV: 14.85 PVI A: 13+50.31 PVI ELEV: 11.10 OUTLOT "H" 11+00 12+00 13+00 14+0015+00 16+00 16+ DRIP LINE Rosewood Street est Sta.= 11+17.99 Offset = 18.5' RT OUTLOT "G" 1.475 AC 24" CMP FL =.42' 24" RCP FL = 1186.05' DRIP LINE 7+50.00 7+00.00 7+00 10+00.00 10+00 9+50.00 8+00.00 8+00 9+00 11+00.00 10+50.00 9+00.00 8+50.00 11+50.00 11+00 12+00.00 12+00 BASIN OUTLOT "E" 3.394 AC ROSEOOD REET 4' End Pavement Sta.= 14+03.76 EDGE OF ATER 14+00.00 12+50.00 DRIP LINE 14+00 14+24 13+50.00 BARREL ELEVATION =.08' 13+00.00 13+00 Rosewood Street est, A: 14+25.70 TRAIL, A: 14+24.27 24" RCP FL = 1191.42' Rosewood Street est Sta.= 14+80.43 Offset = 18.5' RT TRANORMER SIGN 194TH REET Construct Silt Fence Exhibit A-1 8' BM# 2 6+50 1177.7 1177.92 6+50.00 BASIN Proj No: Date: 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00-0+27 Designed By: Drawn By: Scale: Sheet: 1178.2 1177.97 1178.0 1178.00 1177.8 1177.82 1177.6 1177.38 1177.1 1176.90 1176.3 1176.16.3.23.8.68 1177.9 1176.85 1179.2 1179.34 1183.23 1187.38 1191.39 P10.083.002 06/01/16 of JK JDL SEE SHEET 3 1.9754% -2.0292% 0.9634% EVCS: 5+70.07 EVCE: 1178.004 EVCS: 4+00.60 EVCE: 1176.906 EVCS: 3+12.31 EVCE:.415 EVCS: 2+22.14 EVCE: 1176.244 HIGH POINT ELEV = 1178.01 HIGH POINT A = 5+60.06 PVI A = 5+.07 PVI ELEV = 1178.06 K = 93 100.00' VC HIGH POINT ELEV = 1176.91 HIGH POINT A = 4+00.60 PVI A = 3+75.60 PVI ELEV = 1176.67 K = 49 50.00' VC LO POINT ELEV =.172 LO POINT A = 2+87.65 PVI A = 2+87.31 PVI ELEV = 1174.92 K = 12 50.00' VC LO POINT ELEV = 1176.244 LO POINT A = 2+22.14 PVI A = 1+72.14 PVI ELEV = 1177.26 K = 16 100.00' VC 7 No BVCS: 4+70.07 BVCE: 1177.575 BVCS: 3+50.60 BVCE: 1176.172 BVCS: 2+62.31 BVCE:.429-8.28% BEGIN PAVEMENT Sta = -0+13.63 Elev = 1192. BVCS: 1+22.14 BVCE: 1181.0-7.4139% PVI A: 0+14.32 PVI ELEV:.33 PVI A: -0+13.63 PVI ELEV: 1192. PERMANENT DRAINAGE AND SEER EASEMENT PERMANENT DRAINAGE AND SEER EASEMENT # 14-17062 IN.# 14-17062 DRIP LINE DRIP LINE 36" CMP FL = 1168.84' PROPOSED PERMANENT DRAINAGE AND SEER EASEMENT TO BE RECORDED 6+00.00 6+00 5+50.00 5+00 5+00.00 PERMANENT DRAINAGE AND SEER EASEMENT (SEE NOTE 5) 4+50.00 4+00.00 OHP OHP OHP 36" CMP TOP ELEVATION = 1172.38' FL = 1169.38' OHP OHP FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ELECTRIC PANEL EDGE OF ATER 4+00 3+50.00 3+00.00 3+00 2+50.00 2+00.00 2+00 1+50.00 26" RCP FL = 1173.07' OHP CLEAN OUT RIM = 1179.23' 1+00.00 1+00 BARREL ELEVATION = 1179.63' BM# 1 0+50.00 COM COM COM COM COM COM COM COM OHP 4" 4" 4" 0+00 OHP Begin Pavement Sta.= -0+13.63 Preliminary Not for Construction -0+27 ORM SEER MANHOLE RIM = 1192.95' Revisions E & A CONSULTING GROUP, INC. TRAIL PLAN AND PROFILE REMINGTON RIDGE TRAIL PLAN SARPY COUNTY, NEBRASKA 8' GILES ROAD Engineering Planning Environmental & Field Services Inlet Protection 50 0 50 LEGEND 1 inch = 50 ft. 6" P.C.C. Trail 4" P.C.C. Sidewalk 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Construct Curb Ramp (See Standard Plate 500-82) Grade Around Manhole to Provide Positive Drainage (Subsidiary) Seed Disturbed Area - Type 'B' Construction Limits Matthew Taylor 3/16/17 10:27 AM K:\Projects\10\083\p02\PvSt - I\Final Design\Trail Plan - 000.dwg

Scale: Horiz. 1"=10' Vert. 1"=5' 2+50.00 Preliminary Not for Construction 4+50.00 BASIN FLOOR BASIN FLOOR.2 1174.3 1174.1 1174.9.8.9 1173.3 1172.5 1171.0 2+00.00 1160 1160 1169.4.0 1172.3 1176.2 1177.6.7 1173.0 1172.6.3 4+00.00 BASIN FLOOR BASIN FLOOR 1+50.00 1+00.00 0+50.00 1187.5 1186.5.7.2.8.3.4.6.9 1184.3 1182.6 1181.0 1179.4 1177.9 1177.5 1173.2 1171.9 1171.0 1160 1160 3+50.00 1183.4 1181.8.3 1179.8 1179.2 1178.4 1177.0 1177.7 1178.0 BASIN FLOOR 1160 1160 3+00.00.2 1183.9 1182.6 1181.5 1181.7 1181.4 1181.7 1182.0 1182.3 BASIN FLOOR 1160 1160 1167.9.0 1172.2 1174.8.3 1174.1 1173.0 1171.0 1171.0 1168.5.1 1173.0.9 1176.3 1174.2 1171.8 1171.0 1173.7 1168.6 1169.2 1172.2.7 1177.1.2 1173.0 1172.3.2 Proj No: P10.083.002 Date: 06/01/16 Designed By: JK Drawn By: JDL No Date Date Revisions Description Description Exhibit A-1 CRO SECTIONS A 0+50 - A 4+50 REMINGTON RIDGE TRAIL PLAN E & A CONSULTING GROUP, INC. Engineering Planning Environmental & Field Services Scale: Sheet: SEE SHEET 4 of 7 SARPY COUNTY, NEBRASKA 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 3/16/17 10:28 AM K:\Projects\10\083\p02\PvSt - I\Final Design\Trail Plan - 000.dwg

Scale: Horiz. 1"=10' Vert. 1"=5' Preliminary Not for Construction 6+50.00 8+50.00 BASIN FLOOR 5+50.00 BASIN FLOOR.7 1171.3 1174.6 1177.4 1178.0 1177.3 1174.3 1171.0 1171.0 5+00.00 7+00.00 BASIN FLOOR BASIN FLOOR.5 1171.1 1173.3 1177.1 1177.8 1176.4 1173.2 1171.0 1173.0 1173.8 1176.8 1177.7 1177.7 1177.8 1177.7 1174.1 1171.0 1171.0 1171.0 1171.8.0 1177.5 1177.7 1177.7 1174.9 1171.9 1171.0 6+00.00 8+00.00 BASIN FLOOR 1171.0 1171.6 1174.5 1177.4 1178.2 1177.7 1174.9 1171.0 1171.0 1179.1 1179.5 1179.9.3.8 1181.4 1182.1 1182.3 1182.4.3 1182.5 1184.4 1186.1 1186.5 1186.4.8 1184.8 1184.4 7+50.00 1178.6 1178.8 1178.9 1179.1 1179.3 1179.0 1178.8 1178.8 1177.0 Proj No: P10.083.002 Date: 06/01/16 Designed By: JK Drawn By: JDL No Date Date Revisions Description Description Exhibit A-1 CRO SECTIONS A 5+00 - A 8+50 REMINGTON RIDGE TRAIL PLAN E & A CONSULTING GROUP, INC. Engineering Planning Environmental & Field Services Scale: Sheet: SEE SHEET 5 of 7 SARPY COUNTY, NEBRASKA 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 3/16/17 10:28 AM K:\Projects\10\083\p02\PvSt - I\Final Design\Trail Plan - 000.dwg

Scale: Horiz. 1"=10' Vert. 1"=5' Preliminary Not for Construction 10+50.00 12+50.00 1183.2 1184.3.3 1187.0 1187.4 1186.8 1184.2 1182.2 1182.1 1194.8 1192.9 1191.1 1191.7 1191.7 1191.1.7.3 1189.9 10+00.00 12+00.00 1182.8 1183.7 1184.6 1186.7 1187.5 1186.8 1184.6 1182.6 1181.6 1186.8 1187.4 1187.9 1188.3 1187.1 1188.7 1188.8 1188.8 1188.5 9+50.00 11+50.00 1182.4 1184.3 1186.2 1187.1 1188.0 1186.6.2 1183.1 9+00.00 1182.8 1184.7 1186.7 1188.7.3 1188.3 1186.0 1183.7 1181.1 1181.2 11+00.00 1182.8 1183.6 1184.5.8 1187.5 1186.9 1184.1 1183.8 1182.1 1184.7.3 1186.5 1187.2 1187.9 1187.3 1184.0 1183.7 1182.3 Proj No: P10.083.002 Date: 06/01/16 Designed By: JK Drawn By: JDL No Date Date Revisions Description Description Exhibit A-1 CRO SECTIONS A 9+00 - A 12+50 REMINGTON RIDGE TRAIL PLAN E & A CONSULTING GROUP, INC. Engineering Planning Environmental & Field Services Scale: Sheet: SEE SHEET 6 of 7 SARPY COUNTY, NEBRASKA 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 3/16/17 10:29 AM K:\Projects\10\083\p02\PvSt - I\Final Design\Trail Plan - 000.dwg

Scale: Horiz. 1"=10' Vert. 1"=5' Preliminary Not for Construction 14+00.00 1215 1215 15 15 13+50.00 1215 1215 15 15 13+00.00 15 15 1199.9 1198.9 1197.9 1197.0 1196.3.7.1 1193.7 1194.5.4 1196.7 1198.7.7 12.6 14.3 15.9 17.3 17.5 12.3 13.0 13.7 14.3 14.9 15.5 16.0 16.5 17.0 Proj No: P10.083.002 Date: 06/01/16 Designed By: JK Drawn By: JDL No Date Date Revisions Description Description Exhibit A-1 CRO SECTIONS A 13+00 - A 14+00 REMINGTON RIDGE TRAIL PLAN E & A CONSULTING GROUP, INC. Engineering Planning Environmental & Field Services Scale: Sheet: SEE SHEET 7 of 7 SARPY COUNTY, NEBRASKA 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 3/16/17 10:29 AM K:\Projects\10\083\p02\PvSt - I\Final Design\Trail Plan - 000.dwg

NORTHE CORNER OF THE SE1/4 SEC 18-T14N-R11E (POINT OF BEGINNING) SECTION CORNER TIES SOUTH 3.56' TO "X" NAIL IN TOP OF OOD PO SOUTH 13.35' TO "X" NAIL IN TOP OF OOD PO S 13.62' TO "X" NAIL IN TOP OF OOD PO 298 299 0 1 2 3 4 5 6 7 8 258 257 OUTLOT "I" 1.600 AC 16.5' AT&T EASEMENT IN No. 04-43808 PERMANENT ORM SEER EASEMENT (SEE NOTE 5) 297 296 295 294 293 290 291 292 289 288 287 286 271 272 273 267 266 285 284 283 282 274 275 276 277 265 264 263 281 278 280 256 279 262 261 260 255 254 253 252 259 Rosewood Street S 197th Street S 197th Avenue Redwood Street Rosewood Street Cottonwood Street S 196th Street 5' IDE LANDSCAPE AND TRAIL EASEMENT (SEE NOTE 5) 270 269 268 LEGEND Proposed Sanitary Sewer System (8" Unless otherwise specified) Existing Sanitary Sewer 100 0 100 1 inch = 100 ft. Proj No: Date: Designed By: Drawn By: Scale: P10.083.002 3/16/17 JK ASB AS SHON Sheet: 1 of 1 No Revisions E & A CONSULTING GROUP, INC. SANITARY SEER EXHIBIT "B" REMINGTON RIDGE PHASE IV SID 294 SARPY COUNTY, NEBRASKA Engineering Planning Environmental & Field Services 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 5/15/17 3:59 PM K:\Projects\10\083\p02\Plans\PHASE IV EXHIBITS\SANITARY SEER EXHIBIT - 000.dwg

NORTHE CORNER OF THE SE1/4 SEC 18-T14N-R11E (POINT OF BEGINNING) SECTION CORNER TIES SOUTH 3.56' TO "X" NAIL IN TOP OF OOD PO SOUTH 13.35' TO "X" NAIL IN TOP OF OOD PO S 13.62' TO "X" NAIL IN TOP OF OOD PO 16.5' AT&T EASEMENT IN No. 04-43808 298 299 0 1 2 3 4 5 6 7 8 C4 MH2 258 257 OUTLOT "I" 1.600 AC 5 C3 4 256 S 197th Avenue 297 289 288 287 286 285 284 283 282 281 255 PERMANENT ORM SEER EASEMENT (SEE NOTE 5) 293 296 295 294 C12 14 C11 12 290 291 292 C10 271 11 272 273 C9 267 266 274 275 10 276 265 264 277 278 C8 9 15 C13 263 279 8 C7 262 280 3 C6 261 7 260 MH1 C5 254 253 252 6 259 2 1 C2 Rosewood Street C1 S 197th Street Redwood Street Rosewood Street Cottonwood Street S 196th Street 5' IDE LANDSCAPE AND TRAIL EASEMENT (SEE NOTE 5) 270 269 268 LEGEND Proposed Storm Sewer System Existing Storm Sewer System 100 0 100 1 inch = 100 ft. Proj No: Date: Designed By: Drawn By: Scale: P10.083.002 3/16/17 JK ASB AS SHON Sheet: 1 of 1 No Revisions E & A CONSULTING GROUP, INC. ORM SEER EXHIBIT "C" REMINGTON RIDGE PHASE IV SID 294 SARPY COUNTY, NEBRASKA Engineering Planning Environmental & Field Services 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 5/15/17 3:59 PM K:\Projects\10\083\p02\Plans\PHASE IV EXHIBITS\ORM SEER EXHIBIT - 000.dwg

NORTHE CORNER OF THE SE1/4 SEC 18-T14N-R11E (POINT OF BEGINNING) SECTION CORNER TIES SOUTH 3.56' TO "X" NAIL IN TOP OF OOD PO SOUTH 13.35' TO "X" NAIL IN TOP OF OOD PO S 13.62' TO "X" NAIL IN TOP OF OOD PO 298 299 0 1 2 3 4 5 6 7 8 258 257 256 OUTLOT "I" 1.600 AC S 197th Avenue 16.5' AT&T EASEMENT IN No. 04-43808 297 289 288 287 286 285 284 283 282 281 255 PERMANENT ORM SEER EASEMENT (SEE NOTE 5) 296 295 294 293 290 291 292 271 272 273 274 275 276 277 278 279 280 261 260 254 259 253 252 Rosewood Street S 197th Street Redwood Street Rosewood Street 5' IDE LANDSCAPE AND TRAIL EASEMENT (SEE NOTE 5) 270 269 268 267 266 265 264 263 262 Cottonwood Street S 196th Street LEGEND Proposed 8" ater System Existing ater System Fire Hydrant Note: ater System will be owned and operated by the Metropolitan Utilities District. 100 0 100 1 inch = 100 ft. Proj No: Date: Designed By: Drawn By: Scale: P10.083.002 3/16/17 JK ASB AS SHON Sheet: 1 of 1 No Revisions E & A CONSULTING GROUP, INC. ATER SYEM EXHIBIT "D" REMINGTON RIDGE PHASE IV SID 294 SARPY COUNTY, NEBRASKA Engineering Planning Environmental & Field Services 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 5/15/17 4:00 PM K:\Projects\10\083\p02\Plans\PHASE IV EXHIBITS\ATER EXHIBIT - 000.dwg

RO Integral Type 'C' Curb, Typical 5" 2% 25.00' C L 5' 5' 5' 5' 2% 7" 12.5' 25' RESIDENTIAL REET - TYPICAL SECTION 2% NOT TO SCALE 12.5' 2% P.C.C. Pavement 5" Sawed or Keyed Longitudinal Joint, Typical RO 4', Typ. 12" Scarified and Compacted Subgrade NORTHE CORNER OF THE SE1/4 SEC 18-T14N-R11E (POINT OF BEGINNING) SECTION CORNER TIES SOUTH 3.56' TO "X" NAIL IN TOP OF OOD PO SOUTH 13.35' TO "X" NAIL IN TOP OF OOD PO S 13.62' TO "X" NAIL IN TOP OF OOD PO 16.5' AT&T EASEMENT IN No. 04-43808 25' 0 1 2 3 4 5 258 6 7 8 299 S 197th Avenue 257 298 OUTLOT "I" 1.600 AC 25' 256 297 289 288 287 286 285 284 281 255 283 282 254 296 290 291 292 280 253 279 295 272 273 274 275 276 277 278 271 252 PERMANENT ORM SEER EASEMENT (SEE NOTE 5) Proposed 5' ide Sidewalk Easement Rosewood Street 25' 294 Redwood Street S 197th Street 25' 25' 259 260 293 25' 261 266 265 264 262 Ex. 5' Trail 263 267 25' 5' IDE LANDSCAPE AND TRAIL EASEMENT (SEE NOTE 5) 268 269 270 Cottonwood Street S 196th Street Rosewood Street Existing Pavement LEGEND 100 0 100 1 inch = 100 ft. Revisions E & A CONSULTING GROUP, INC. Engineering Planning Environmental & Field Services 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com No K:\Projects\10\083\p02\Plans\PHASE IV EXHIBITS\PAVE EXHIBIT - 000.dwg Matthew Taylor 5/15/17 4:00 PM Proj No: Date: Designed By: Drawn By: Scale: Sheet: P10.083.002 3/16/17 JK ASB AS SHON 1 of 1 7-IN PCC General Obligation Pavement Future Trail NOTES 1. Trail width will be 5' wide to match existing trail in Bellebrook. 2. Trail costs are not currently included in the Remington Ridge project cost estimates. Developer and SID support the trail construction, but trail expenditures will need approval of the SID fiscal agent prior to construction. 3. Trail costs may be a general obligation cost to the SID. 4. Internal Streets Shall have 4' Sidewalks in Both Sides of the Street here trails are not shown. REMINGTON RIDGE PHASE IV SID 294 SARPY COUNTY, NEBRASKA PAVING & SIDEALK EXHIBIT "E"

1214 1216 12 1224 12 12 1222 1224 1226 1228 1228 12 1232 1234 1236 1238 12 1254 1256 1258 1260 1260 1192 1194 1196 1198 12 14 16 18 16 16 18 18 1212 1212 1214 1216 1254 1254 298 299 0 1 2 3 4 5 6 7 8 258 257 OUTLOT "I" 1.600 AC 16 C4 MH2 12 1222 1224 1226 1228 12 1232 1234 1236 1238 S 198th Street 12 1258 1256 1254 1194 1194 1194 1186 1194 1188 1192 1192 1192 1194 1196 1198 252 12 12 1222 1224 1226 1228 12 1232 1234 1236 1238 12 12 1238 1236 12 1238 1236 297 289 288 287 286 296 295 290 291 292 272 273 271 C9 294 C12 266 267 268 269 270 285 284 281 283 282 280 279 274 275 276 277 278 261 265 264 262 263 260 256 255 254 253 259 293 C11 C10 C3 C6 C7 C8 C13 MH1 C5 C2 14 12 11 13 12 5 4 3 8 10 9 7 6 2 1 Rosewood Street 14 C1 16 1212 18 18 1216 1214 12 12 1212 1214 12 12 1216 1222 Cottonwood Street 15 12 1222 1226 S 197th Street 1224 1226 1228 12 12 1232 1232 1234 1236 1234 1236 1238 1238 12 12 1254 1254 1254 1186 1184 1182 1188 1192 1194 1196 1198 1198 1198 12 14 16 18 1212 1212 1214 1214 1216 1216 12 1222 1224 1226 12 1228 12 1232 1222 1236 1234 1224 1238 1226 12 1228 12 1232 1234 1236 1238 12581258 1260 12 1254 1256 1256 1254 PO 52.76 Ac. 1254 1254 1256 1256 1258 1258 Rosewood Street 1198 12 S 196th Street PHASE IV Redwood Street Bellbrook S 195th Street illow Cir. 14 1232 12 1256 16 18 1212 1216 1214 12 1232 12 1228 1226 1254 1194 1196 1198 12 14 16 18 PHASE III 1226 1228 1212 12 1214 1216 12 1232 1222 1226 1224 1228 12 1232 1234 1236 1234 1238 12 1236 1238 12 Phase II Remington Ridge 1228 12 1232 1228 S 194th Avenue 12 1232 1234 1236 1238 12 1234 1236 1238 12 12 Borromeo Church St. Charles 1258 1256 1254 1254 1256 1258 1260 1262 1262 100 0 100 1 inch = 100 ft. LEGEND Proposed Major Contours 0.00 Ac. Drainage Basin ID. and Area Tag Drainage Basin Boundary 11 Existing Contours Basin_ID 6" Topsoil Bottom of EDDB 18" Loosely Compacted Fill GENERAL BASIN CRO SECTION NOT TO SCALE BASIN PCSMP BMP INFORMATION DRAINAGE AREA (AC) 1/2" VOLUME (CF) METHOD 1/2" VOLUME PROVIDED (CF) A 52.76 95,760 EDDB 96,000 1260 Proj No: P10.083.002 Date: Designed By: Drawn By: Scale: Sheet: 02/02/15 MA ASK 1"=100' 1 of 1 Revisions No Date Description E & A CONSULTING GROUP, INC. PO CONRUCTION ORMATER MANAGEMENT PLAN EXHIBIT "F" REMINGTON RIDGE PHASE III & IV SARPY COUNTY, NEBRASKA Engineering Planning Environmental & Field Services 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 1/27/17 10:46 AM K:\Projects\10\083\p02\General\Drainage Study\Prelim - Section III & IV\drainage-0000.dwg

NORTHE CORNER OF THE SE1/4 SEC 18-T14N-R11E (POINT OF BEGINNING) SECTION CORNER TIES SOUTH 3.56' TO "X" NAIL IN TOP OF OOD PO SOUTH 13.35' TO "X" NAIL IN TOP OF OOD PO S 13.62' TO "X" NAIL IN TOP OF OOD PO 298 299 0 1 2 3 4 5 6 7 8 258 257 256 OUTLOT "I" 1.600 AC 2+00 1216 0+00 0+00 1+00 12 1+00 2+00 3+00 4+00 5+00 1222 1224 1228 1226 12 1232 S 197th Avenue 1234 1236 12 1238 6+00 7+00 16.5' AT&T EASEMENT IN No. 04-43808 297 289 288 287 286 285 284 283 282 281 255 3+00 7+00 8+00 9+0+00 11+00 12+00 13+00 14+0015+00 16+0 1196 Rosewood Street 254 296 290 291 292 280 253 279 295 272 273 274 275 276 277 278 271 252 12 6+00 4+00 5+00 1212 1214 PERMANENT ORM SEER EASEMENT (SEE NOTE 5) 294 259 0+00 1216 1214 18 16 14 260 1+00 1216 293 261 2+00 266 265 264 262 3+00 0+21 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 12 4+00 5+00 263 1222 1212 1214 1216 12 1224 1222 1224 1226 1198 12 14 12 Rosewood Street 16 18 6+00 1226 1228 14 16 18 1212 1214 1216 12 1222 12 1222 1222 Cottonwood Street 1216 1224 12 1226 S 197th Street S 196th Street 12 1228 1232 7+00 267 1234 1236 1232 1238 5' IDE LANDSCAPE AND TRAIL EASEMENT (SEE NOTE 5) 268 8+00 9+00 1234 12 12 1236 269 1238 270 12 1228 1232 1234 1236 1238 10+00 11+00 Redwood Street 8+00 9+0+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 12+00 13+00 100 0 100 1 inch = 100 ft. LEGEND Existing Contours (2' Intervals) Proposed Contours (2' Intervals) Phase IV Boundary Line Proj No: Date: Designed By: Drawn By: Scale: P10.083.002 3/16/17 JK ASB AS SHON Sheet: 1 of 1 No Revisions E & A CONSULTING GROUP, INC. GRADING EXHIBIT "G-1" REMINGTON RIDGE PHASE IV SID 294 SARPY COUNTY, NEBRASKA Engineering Planning Environmental & Field Services 10909 Mill Valley Road, Suite 100 Omaha, NE 68154 Phone: 2.895.4700 Fax: 2.895.3599 www.eacg.com Matthew Taylor 5/15/17 4:00 PM K:\Projects\10\083\p02\Plans\PHASE IV EXHIBITS\GRADING EXHIBIT - 000.dwg

SECTION III & IV - REMINGTON RIDGE CR HIT EE ET K AIL BE LL B RO OK EXHIBIT "H" - ARNING AND NOTIFICATION COVERAGE PLAN