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<br />transition to a 33-foot wide by 6.4-foot high bridge opening at Winona Court, after which <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />COMMENTARY - SHEET 13 <br /> <br />A concrete-lined channel is proposed for use in conveying the 100-year discharge <br /> <br />event, the continued enforcement of floodplain regulations and an ongoing program of <br /> <br />between West 76th and 75th Avenues. The use of this type of channel will limit the right- <br /> <br />floodplain management will be necessary after the proposed improvements are built to <br /> <br />of-way necessary for improvements to the existing 50 foot wide easement, avoiding the <br /> <br />compensate for larger floods. <br /> <br />costly purchase and/or relocation of structures adjacent to the easement which would be <br /> <br />required by a grass-lined channel. <br />Improvements to the creek from West 75th to Wolff Street extended are to be <br /> <br />constructed as a condition of the development of the adjacent open area. These <br /> <br />improvements consist principally of a transition section and a 100-year grass-lined channel <br /> <br />paralleled by >m access maintenance road. <br /> <br />Continuing downstream from the grass-lined channel, below station 132 + 00, <br /> <br />TOTAL IMPROVEMENT COSTS - SHEET 13 <br /> <br />improvements are to be designed to accommodate the 10-year flood discharge. The <br /> <br />Item <br />Channel Improvements <br />Street Improvements <br />Utility Relocation <br /> <br />Cost <br />$ 758,800 <br /> <br />$ 206,000 <br />$ 42,500 <br /> <br />channel section at this point is to have a concrete-walled right bank while the left bank is <br /> <br />to be contoured to a 4 to 1 side slope into the existing park. The channel section is to <br /> <br />the channel is to transition to a concreted-walled section with a natural grass base. <br /> <br />SUB-TOTAL <br />Contingencies (25% of Sub-Total) <br /> <br />$ 1,007,300 <br />$ 251,800 <br /> <br />Two drop structures are to be constructed, one near Wolff Street and the second <br /> <br />allowing the enlarged bridge openings downstream to be constructed without significantly <br /> <br />TOTAL CONSTRUCTION COSTS <br />Right-of-Way Acquisition <br />Annual Operation and Maintenance Costs <br />Present Worth Operation and Maintenance Costs <br /> <br />$ 1,259,100 <br />$ 115,500 <br />$ (7810) <br /> <br />$ 113,100 <br /> <br />below 75th Avenue, to reduce channel slopes and to keep flow velocities within <br /> <br />permissible limits. Additional drops at transitions would serve to lower the channel base, <br /> <br />al tering street grades. <br />The existing floodplain should be regulated and property owners who would be <br />adversely affected by the 100-year flood should be encouraged to acquire flood insurance. <br />Residents in the vicinity of the 100-year floodplain should be notified annually of the <br /> <br />TOTAL IMPROVEMENT COSTS <br /> <br />$ 1,487,700 <br /> <br />potential flood hazards. Since a portion of the improvements are designed for the 10-year <br />