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GENERAL NOTES <br /> SYMBOLS <br /> ® 1.Route pedestrian traffic around work areas when construction 7. Provide a 5'wide temporary walkway,except where space restrictions warrant <br /> Work Area activities encroach on the sidewalk for more than 60 minutes a minimum width of 4'.Provide a 5'x 5'passing space for temporary walkways. <br /> a Channelizing Device(See Index 600) using the devices and remedies shown on this Index.Use project less than 9 in width at Intervals not to exceed 200'. <br /> specific designs for scenarios not included on this Index. <br /> 0i Work Zone Sign 8. Provide a cross-slope with a maximum value of 0.02 for all temporary <br /> Required Locations For Either Temporary 2.Par spacing of traffic control devices and general TCZ walkways. <br /> CR requirements refer to Index 600. The maximum spacing between <br /> Or Permanent Curb Ramps. <br /> barricades,vertical panels,drums or tubular markers is 25'- 9.Temporary walkway surfaces and ramps must be stable,firm,slip resistant,and <br /> b Lane Identification+Direction of Traffic kept free of any obstructions and hazards such as holes,debris,mud, <br /> 3.Use delineators on longitudinal Channelizing devices separating Construction equipment and stared materials. <br /> Pedestrian Longitudinal Channelizing Device(LCD)with <br /> the work area from vehicular traffic. <br /> Mounted Work Zone Sign or separate Work Zone Sign <br /> 10.Remove temporary walkways immediately after reopening of the sidewalk,unless <br /> H Pedestrian Longitudinal Channelizing Device(LCO) 4.Cover or deactivate pedestrian traffic signal otherwise noted in the plans. <br /> display(s)controlling closed crosswalks. <br /> 11.Meet the requirements of Index 304 for temporary curb ramps. <br /> 5.Post mounted signs located near or adjacent to a sidewalk must <br /> have a 7'minimum clearance from the bottom of sign to the IZ Place pedestrian longitudinal Channelizing device(s)across the full width of the <br /> surface of the sidewalk. closed sidewalk.For temporary walkways,similar to the Sidewalk Diversion, <br /> (� place LCD's to delineate both sides of the temporary walkway. <br /> �} 6.When construction activities involve sidewalks an both sides of <br /> j the street,stage the construction so that one sidewalk is in <br /> service at all times,if this is not feasible and both sidewalks <br /> must be closed,as determined by the Engineer,provide a detour <br /> to gulde pedestrians around the construction zone. <br /> tea= <br /> DETOUR (1V3HV <br /> � 03SOlO NltlM301S �faJ <br /> anotk <br /> ft o " CR •/AVtJJ1TdM <br /> 0� p m o is I Q XLU <br /> g0�5]1` <br /> )41VM901S t y � w <br /> aRO�EAADo D OUR �I N o <br /> }S{Q1IDtl�EMSWQ3AL1SK CLOSED <br /> ` NtlIaLS303d <br /> G— PEDESTRIAN <br /> _G==_ -• � ti o CR �WAUtWAY <br /> DETOUR <br /> _ Q <br /> att0.1.�0 SIDEWALK CLOSED an0130 a t341 <br /> USE OTHER SIDE '� - CR <br /> ROO ROAD <br /> WORK WORK <br /> AHEAD AHEAD <br /> ROAD ;a 5� <br /> AHEAD 'f <br /> CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION <br /> R PESESTRIAN DETOUR <br /> LAST DESCR1PT10N: FY 2017-18 INDEX SHEET <br /> REVIsroN FDOTT T PEDESTRIA CONTROL FOR CLOSURE OF S11DEWALKS No. No. <br /> ii/ol/76 w DESIGN STANDARDS b60 1 of 1 <br /> o_ <br />