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2 <br /> <br /> <br />3. CROSS-SECTION DATA <br />Provide cross-section point data at 50 foot intervals, all driveway locations and where the <br />topography changes between 50 foot stations. At a minimum the cross section data should <br />extend 10 feet beyond the right-of-way. As necessary due to the topography changes <br />beyond the right of way, additional shots may be necessary. At driveway locations the <br />cross sectional data should extend a minimum of 25 feet back. Included in the cross <br />sectional data should be existing street centerline, roadway edges (top and bottom curb <br />shots), top and bottom of retaining walls and every change in grade of the cross section. <br />Enough shots must be taken to provide an accurate and complete TIN. <br /> <br />4. TOPOGRAPHIC FEATURES <br />Provide shot data for all topographic features including but not limited to trees (within 25 <br />feet of the edge of the roadway), treeline, mailboxes, driveway edges, landscape edges, <br />private and public utility locations, house corners adjacent to street reconstruction, roadway <br />edges, street signs, property corners, light poles, flag poles, bridges, water surfaces, and <br />retaining walls. Locate and provide shot data for all property corners adjacent to the street <br />construction. Utilizing CAD software that is compatible with the latest version of <br />AutoCAD, create the base map for the project. The base map should be created to show all <br />topographic features from the field data. Create a TIN model for the project area and create <br />an AutoCAD layer for contours. The consultant may use their standard linetypes and <br />symbols. Upon completion of the project, electronic files shall be provided to the City, <br />along with plot files or other supporting data. <br /> <br />5. PRELIMINARY LAYOUT <br />Utilizing CAD software that is compatible with the latest version of AutoCAD, create the <br />proposed project layout. The trail is expected to be a minimum of 8 feet wide with a <br />bituminous surface. The trail design should meet state aid design standards as well as <br />MnDNR design standards. Along with the preliminary layout an estimate of construction <br />costs will be provided to city staff. Additionally, an opinion on potential phasing of the <br />project and if there are any options to accelerate the construction schedule to allow for all <br />or a portion of the trail to be constructed in 2017 should be provided <br /> <br />6. WETLAND DELINEATION / WETLAND PERMITING <br />Wetlands exist along the proposed route. The construction may impact some wetlands and <br />therefore a complete delineation along the route needs to be prepared. Additionally, any <br />wetland impacts as a result of the preliminary design needs to be permitted through the <br />Wetland Conservation Act (WCA) and possibly by the Army Corps of Engineers. A <br />complete permit application for any permits needs must be prepared and processed as part <br />of this item. <br /> <br />7. FLOODPLAIN / FLOOD FRINGE DETERMINATION <br />There are potentially Floodplain / Flood Fringe issues related to this trail as well. These <br />impacts need to be quantified and permitted if applicable. <br /> <br />8. PROJECT MEETINGS / CITY COUNCIL MEETINGS <br />The project will require a number of meetings to engage the public in the design, <br />coordinate with various agencies, coordinate with city staff, and obtain approval from the <br />City Council. The engineer is expected to conduct and participate in all necessary meetings <br />to see the project thru to a successful completion.