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c) Hold two (2) utility meetings with utilities: <br />1) Conduct a utility kickoff meeting, to occur at the 30% submission. At this <br />meeting the Engineer will inform utility providers of the Project and what impact <br />the Project may have on the utility lines; and <br />2) Conduct a second meeting at the 60% submission. At this meeting the Engineer <br />will provide a set of the current plans to each utility company that has a conflict <br />with the proposed improvements. The Engineer will provide the estimate schedule <br />for construction and relocation. <br />d) Coordinate with each utility at the 100% submission milestone and verify that <br />proposed relocations will be completed prior to construction. <br />1.2.12 Perform a topographic survey using the City's coordinate system and tie to City's <br />existing right-of--way plats and surveys to include: <br />a) Benchmarks at approximately every 1000' and sufficient horizontal control points <br />along the Project corridor for use as construction baseline. In addition, the Engineer <br />will provide horizontal and vertical control based on on-site primary control provided <br />by the City; <br />b) Cross sections along existing drainage channels. The Engineer will take sections at <br />approximately every 50' and will extend from the adjacent curb to approximate right- <br />of-way. The survey point data will be on a separate level and the Engineer will not <br />include this information as part of the final plotted drawing; <br />c) Location, by actual on-the-ground survey visible and accessible on-grade and above- <br />grade storm drain structures including but not limited to culverts, storm drain outfalls, <br />headwalls, inlets and manholes; <br />d) Spot elevations at top of accessible storm drain manhole covers and provide invert <br />elevation of manhole, elevation of pipes entering or exiting manhole and flow line of <br />outfalls and culverts of accessible storm drain structures. The Engineer will provide <br />traffic control as necessary for the performance of this task. <br />e) A topographic survey at Peques Street to include: <br />1) Location by actual on-the-ground survey visible and accessible on-grade and <br />above-grade features including but not limited to pavement marking, curbs, <br />driveways, pavement edges, traffic signs, sidewalks, ramps, fences, guardrails, <br />signs, walls, mailboxes, culverts, storm drain outfalls, inlets, surface utility <br />features and utility markers; <br />2) Contours at one foot intervals and elevations on an approximate 50'x 50' grid, at <br />abrupt changes in grade and along drainage courses; <br />3) Spot elevations at top of accessible utility manhole covers and invert elevation of <br />manhole, elevation of pipes entering or exiting manhole of accessible sanitary <br />sewer and storm drain structures; <br />4) Top elevation of valve nut of accessible valves on main lines; and <br />5) Size, location, subspecies and tree tag for trees 8" in diameter and larger. Cedar <br />and pine trees will not be included. Trees outside limits of survey (overhanging <br />KBR-Sessom Drive Roadway Improvements Agreement <br />