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4 <br /> 9) Methods for covering, partially covering, or modifying signs when not applicable to the <br /> current phase. <br /> 10)Temporary pavement markings shall include striping, crosswalks, intersection details, <br /> and traffic delineators. <br /> 11)Type and location of all pavement markings to be installed. <br /> 12)Typical sections covering each change in configuration including, but not limited to, <br /> reduction in lane and/or shoulder widths, reduction or increase in number of lanes, and <br /> changes of lateral barrier placement or type. Sections shall show lane configuration <br /> (including direction of travel) and widths, lane type and number of lanes, shoulder <br /> widths, lateral buffer distance behind barrier, work areas, and pavement marking type. <br /> Sections shall also include the station limits the section applies to, and shall be <br /> provided to cover the entire length of the segment included in the plan. <br /> 13)Access and control of bicyclists and pedestrians including persons with disabilities in <br /> accordance with the Americans with Disabilities Act of 1990 (ADA) through the traffic <br /> control zones shall be included on the plans. <br /> 14)The traffic control plans shall be complete including all necessary details. Typical <br /> traffic control configurations such as those found in the MUTCD may be used to assist <br /> in developing site specific traffic control plans. Only approved traffic control plans shall <br /> be used by the contractor. Typical plans are not acceptable unless incorporated as <br /> details in the approved plans. <br /> Project Specific Traffic Control Plan Requirements <br /> For this project, traffic control plans shall reflect the following requirements. Lane closures are <br /> subject to the restrictions in Special Provision Section 1-07.23. <br /> 1) SR 527/Bothell Everett Highway— 1 405 to Seattle Hill Road <br /> City of Bothell / Unincorporated Snohomish County/WSDOT <br /> At minimum, the following shall be maintained: 3— 11' through lanes during single lane <br /> closures and 2 — 11'through lanes (one in each direction) during multiple lane <br /> closures; 4' shoulders and/or sidewalk for pedestrian/bicycle traffic; pedestrian <br /> crossings. Where left turn lanes are needed, the left turn lane shall be 12'wide. The <br /> design speed shall be 45 mph during construction. <br /> 2) SR 527/Bothell Everett Highway— Seattle Hill Road to SR 96/132nd Street SE <br /> City of Mill Creek/WSDOT <br /> At minimum, the following shall be maintained: 3— 11' through lanes during single lane <br /> closures and 2— 11'through lanes (one in each direction) during multiple lane <br /> closures; 4' shoulders and/or sidewalk for pedestrian/bicycle traffic; pedestrian <br /> crossings. Where left turn lanes are needed, the left turn lane shall be 12'wide. The <br /> design speed shall be 40 mph during construction. <br /> 3) SR 96/132"d Street SE/128th Street SE —SR 527 to 1-5 <br /> City of Mill Creek/ Unincorporated Snohomish County/WSDOT <br /> At minimum, the following shall be maintained: 3— 11' through lanes during single lane <br /> closures and 2 — 11'through lanes (one in each direction) during multiple lane <br /> closures; 4' shoulders and/or sidewalk for pedestrian/bicycle traffic; pedestrian <br /> Community Transit Swift II BRT DRAFT Special Provisions SP8 <br /> November 2016 <br />