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Access Management Policy 2013 - Kansas Department of ...

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KDOT <strong>Access</strong> <strong>Management</strong> <strong>Policy</strong><br />

4.4.10 Drainage considerations<br />

Drainage pipes used in KDOT’s R/W should meet KDOT’s Pipe <strong>Policy</strong>, dated July 11, 2008, or the<br />

current version. The Pipe <strong>Policy</strong> provides information on the different pipe types and when and<br />

where they may be used based on differing soil conditions. The policy may be found at<br />

http://www.ksdot.org/burlocalproj/BLPDocuments/KDOT_Pipe_<strong>Policy</strong>.pdf.<br />

In addition, the most recent version <strong>of</strong> KDOT’s Drainage Design Manual should be used for all<br />

aspects <strong>of</strong> drainage design with respect to access, especially in sizing drainage pipes. The Drainage<br />

Design Manual may be found at http://kart.ksdot.org/.<br />

<strong>Access</strong> points must be designed and constructed so that they do not adversely affect drainage<br />

<strong>of</strong> the highway or adjacent properties. The drainage and the stability <strong>of</strong> the highway sub-grade<br />

must not be impaired. In no case may the construction <strong>of</strong> an access cause water to flow across the<br />

highway, pond on the shoulder or ditch, or result in erosion within the highway R/W. In order to<br />

prevent drainage from the access flowing onto the roadway, the pr<strong>of</strong>ile <strong>of</strong> the access can be<br />

designed to accommodate either uphill or downhill grades from the roadway to the access.<br />

Drainage collected by ditches, gutters, or pipes on private property will not be discharged into the<br />

highway drainage system unless expressly approved by KDOT. The owner may be required to<br />

submit a drainage report to KDOT, justifying the drainage system proposed and the pipe or storm<br />

sewer size to be used.<br />

4.4.10.a Curb and gutter<br />

Where drainage is carried along an existing highway curb and gutter, the access will be constructed<br />

with a short rise in elevation to prevent run<strong>of</strong>f from spilling into private property. The flow line <strong>of</strong><br />

the highway gutter through the access must be restored. Where curbs are cut for the construction <strong>of</strong><br />

access, the entire curb and gutter section must be removed. Removal <strong>of</strong> only the raised portion <strong>of</strong><br />

the curb and then paving over the broken section will not be allowed. Design details for curb and<br />

gutter (Type I, Type II and Type III) are shown in Figure 4-59. Gutter details are given in<br />

Figure 4-60, and protection curb details are shown in Figure 4-61. City details for curb and gutter<br />

may be used as approved by the District Engineer.<br />

KDOT curb & gutter guidelines should be used on curb & gutter sections. On City Connecting<br />

Links (CCL), city standards may be substituted as approved by KDOT.<br />

4 - 60 | Page | January <strong>2013</strong> Chapter 4—Transportation engineering

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