Res 2016-164/approving a Development Agreement between the City and Walton Texas LP, Walton Silver Crossing LP, Walton TX Austin Land LP, Walton TX Martindale LP, and Walton Texas Martindale LP 2 for approximately 2,358 acres out of the William Pettus Le

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CODE REFERENCE CODE STANDARD PROPOSED MODIFICATION Refer to Article 6, Division 1 —Parks and Open Modified pursuant to Space. Article VII and the Parks, Trails and Open Space Plan attached to the Article 6, Division 1 — Cotton Center Parks and Open Space Development Agreement as Exhibit"D" and in accordance with the terms of this Development Agreement. Transportation Design Manual Chapter 1 Streets and Roadways See Table 1-1 and associated Street Cross Sections Delete current Roadway Design Standards Table 1- Section 1.4—Roadway 1 and associated Street Design Standards Cross Sections and replace it with Exhibits "E", "E-1" and"E-2" attached hereto. Reverse curves shall be separated by a minimum Modify requirement with tangent of 100 feet. Reverse curves on high-speed the following language facilities should include an intervening tangent "Reverse curves for section of sufficient length to provide adequate collector and arterial superelevation transition between curves. streets shall be separated by a minimum tangent of 100 feet. Reverse curves Section 1.5.3.4—Reverse on high-speed facilities Curves should include an intervening tangent section of sufficient length to provide adequate superelevation transition between curves. Reverse curves are allowed for local street." Pavement cross-slopes should be adequate to Modify requirement with provide proper drainage. Cross-slopes should be the following language: 1.5 to 3.0 percent where there are flush shoulders "Pavement cross-slopes adjacent to travel ways or where there are outer should be adequate to Section 1.5.6—Cross curbs. provide proper drainage. Slopes The minimum cross-slope should be 1.5 percent where there are flush shoulders adjacent to travel ways or where there are outer curbs."