Access Management Policy 2013 - Kansas Department of ...

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KDOT Access Management Policy Figure 4-60. Gutter details Source: KDOT Road Design Standard drawing RD 635 Figure 4-61. Protection curb details (8-inch) Source: KDOT Road Design Standard drawing RD 635 General Notes for Figure 4-59 through Figure 4-61 are provided here for ease of reference. Per RD 635: • Combined curb and gutter or gutter adjoining concrete pavement may, at the contractor’s option, be constructed either monolithically or separately, using either the mix used in the concrete pavement or Concrete Grade 3.0 (AE). The combined curb and gutter or gutter shall have the same section as shown on the plans. If constructed monolithically, the longitudinal joint and dowel bars shall be omitted from the combined curb and gutter or gutter. Pavement Joints shall be continued through curb or gutter and no other planes of weakness will be required. Joints in the combined curb and gutter or gutter are to be filled with the same material as used for the pavement joints. • Expansion joints in the combined curb and gutter are to be placed opposite expansion joints in the pavement. • Where combined curb and gutter or gutter does not abut concrete pavement or concrete base course, omit tie bars and place a 1-inch Preformed Expansion Joint Filler (Type B) cut to the dimensions of the combined curb and gutter or gutter, at a spacing not to exceed 250 feet and at the ends of curb returns. Planes of weakness shall be constructed at 10-foot intervals. • A 4-foot length of transition from normal gutter section to the tapered gutter section shall be used at the ends of each run of gutter except where the gutter abuts a curb, such as at the end of a bridge. Inlets shall be located so as not to fall within this transition section. • Where pressure relief joint is placed across the pavement, and gutter or curb and gutter is continued on for more than 10 feet, use 4-inch-x-4-inch membrane sealant installed with bonding adhesive through gutter section, shaped to fit gutter or curb and gutter. See Std. Drawing RD712. • Longitudinal joints shall be sawed and sealed with joint sealant, see Standard Specifications. 4 - 62 | Page | January 2013 Chapter 4—Transportation engineering
KDOT Access Management Policy 4.4.10.b Valley gutter Valley gutters carry water from the curb and gutter section across an access. Design information for valley gutters is shown in Figure 4-62. These details are to be used where concrete curb and gutter exist. Figure 4-62. Valley gutter details Source: KDOT Road Design Standard drawing RD 722 Chapter 4—Transportation engineering January 2013 | Page | 4 - 63
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