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Page 2 <br />November 9, 2018 <br />fencing around the culvert inlets at 58 Ave/62 Lane. No <br />Charge <br />21, 23, 24, <br />Revise Begin Project <br />Revise Plan & Profile, Intersection and cross section sheets <br />to reflect new limits of work. Approach is to leave sheets <br />in and gray out NIC. Revise drawings including revise <br />typical details for new limits, redesign conforms quantities, <br />cost estimates. Engr 16hrs + CAD 24hrs <br />33 <br />Ditch Bottom Inlet <br />The County has decided that the existing headwall will be <br />removed and a new junction structure added and pipes <br />connected at this location. It was agreed that this design <br />modification will be detailed on the road plan sheets with <br />control elevations and construction notes only, no profiles <br />or cross sections are proposed Engr 2 + CAD 3hr <br />34 <br />Directional Drill Fiber <br />After review with the County, it was determined that the <br />best approach for this location is to shallow the conduit up <br />to go over the existing culverts. No Charge. <br />35, 42, 52 <br />Up Date 85th St <br />Design conforms and change work limits, ramps and other <br />Intersection <br />items that have changed with the right turn lane. Engr <br />1hr+ CAD 4hr <br />34, 43, 51 <br />Fiber Optic <br />The County confirmed that the bury depth be 3' of cover <br />on the conduits. As the depth of these conduits now <br />conflict with existing piping, the alignment will be <br />redesigned to provide more clearance with existing <br />facilities. Engr 16hr + CAD 48hr <br />Design Driveways at Ball <br />Driveway extension including storm drains, County to <br />Field <br />provide connecting grades. Impacts, quantities, costs plan <br />sheets. No Charge. <br />Total Engr hrs = 41hr x 150$/hr = $6,150 <br />Total CAD hrs = 81hr x 105$/hr = $8,505 <br />