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by the Traffic Engineer. The subdivider shall pay the cost <br />of installation thereof and all costs to be incurred for the <br />operation and maintenance thereof during the first year follow~ <br />ing the co~ptetion of installation. <br /> <br /> (k) Bridge widths shall be compatible with the'width <br />of the pavement approaching the bridgeo Sidewalks shall be <br />provided on both si~es of bridges unless waived by the City <br />Engineer. Ti~er construction, including timber pilings <br />shall not be permitted. Bridges shall be designed for H-20 <br />loading (mininum). Architectural and ornamental work on <br />bridges shall be compatible with the area in which ~he bridge <br />is~located-and approved by the City Engineer. <br /> <br /> Culverts shall be designed in accordance with the <br /> Virginia Department of Highways design standards and details. <br /> Endwai!s shall be provided as reauired by the City Engineer <br />~and shall conform to Virginia Department of Highways standards <br /> or City standards. The developer shall provide for soil <br /> bearing investigations to determine foundation requirements. <br /> Pilings for culvert support shall be provided if needed. <br /> Ample waterway shall be provided for in culvert design, based <br /> on five (5) year storm recurrence and the drainage area <br /> served by the culverts. <br /> <br /> Ail engineering calculations, including soil test <br />results, shall be furnished to the City Engineer with submittal. <br />Approval by the City Engineer shall not release the developer <br />from the requirements fora safe and functional design. <br /> <br /> Developer shall be required to furnish all other <br />data pertaining to bridges and culverts which shall be deemed <br />necessary by the City Engineer. <br /> <br /> <br />