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<br />final Master Plan will be submitted to the Diversion Authority’s Program Management <br />Consultant for a final review. <br />B. UNDULATION DESIGN – Outlet to Maple River. Develop a design for an undulating surface, <br />consistent with concepts in the draft Recreation and Use Plan, that can be incorporated into <br />design documents. For each work package, at 35% design submittals, design teams will provide a <br />digital terrain model (DTM) in a LandXML format showing a “base right bank EMB” based on <br />geotechnical stability requirements, excavation volumes, and an approximate 50-50 split for <br />placing excavated material on each side of the channel. The base EMB will include a top graded <br />at a 2% slope to shed drainage away from the diversion channel. The design team will also <br />provide a “maximum berm height” that the undulations may not exceed. Design the undulations <br />based on the information provided, balancing overall earth work quantities. Develop a draft <br />Microstation DGN file and Inroads DTM file in a LandXML format for the right bank EMB <br />undulation design and submit for review. Include additional design information such as input to <br />Specifications, construction notes, seeding options, and additional details and notes to convey <br />the design intent. <br />If requested by design team, modify DTM and provide Final DTM in a LandXML format. Review <br />design team-developed drawings and provide comments. Provide guidance to the design teams <br />at bridge locations for bench layout or at-grade trail crossing to be compatible with future trail <br />systems. <br />Deliverables: <br />I. Draft DGNs, DTMs and design specifications and drawing notes for Diversion Channel <br />Reaches: 1, 2, 3, 4, 5, and 6, 17, and 18. <br />II. Final DGNs, and DTMs and design specifications and drawing notes for Diversion <br />Channel Reaches: 1, 2, 3, 4, 5, and 6, 17, and 18. <br />1. Due to EMB design modifications, provide updated undulating berm designs for <br />impacted channel reaches. <br />III. Draft DGNs, DTMs and design specifications and drawing notes for Bridge Reaches: <br />CR31/CR4 Bridge, I-29 and CR81 Bridges, BNSF Hillsboro RR Bridge, CR32 and CR22 <br />Bridges, BNSF Prosper RR Bridge, and CR20 Bridge, and CR17 Bridge. <br />IV. Final DGNs and DTMs and design specifications and drawing notes for Bridge Reaches: <br />CR31/CR4 Bridge, I-29 and CR81 Bridges, BNSF Hillsboro RR Bridge, CR32 and CR22 <br />Bridges, BNSF Prosper RR Bridge, and CR20 Bridge, and CR17 Bridge. <br />C. DESIGN SUPPORT for WP-42 (RED RIVER LEVEES) and WP-43 (O/H/B RING LEVEE) –WP-42 and <br />WP-43 could provide benefits by incorporating improved aesthetics and recreational features, <br />including plantings and trials. <br />I. WP-42 - Provide consulting services to assist with the incorporation of aesthetic and <br />recreational features into the project design. Coordinate with the adjacent City of Fargo <br />projects. <br />II. WP-43 - Provide design and consulting services to assist with the incorporation of <br />aesthetic and recreational features into the project design. For WP – 43A and WP – 43C, <br />coordinate with the City of Oxbow and the Oxbow Golf and Country Club projects. Work <br />with community representatives and project stakeholders to develop relocated Oxbow <br />Park concept. Prepare relocated Oxbow Park bidding documents. <br />III. Deliverables: <br />1. Concept drawings, specifications. <br />2. Design review services. <br />HMG_TO07-A3_Long.docx 2 <br />DR <br />A <br />F <br />T