Cross Sections Sample Clauses

Cross Sections. The Engineer shall use a Bentley 3D OpenRoads model to generate preliminary cross-sections at 50 feet intervals (unless otherwise directed by the Owner) and at culvert locations in conjunction with the geometric schematic. The Engineer shall determine earthwork volumes for use in the cost estimate. The Engineer shall prepare 11inch x17inch or roll plots of the cross-sections.

Cross Sections. Cross sections sheets shall include the following information at a minimum for roadways, lateral ditches, ponds, flood compensation areas and mitigation areas. 1. Unless otherwise approved by the County, the horizontal scale shall be 1” = 10’ and the vertical scale shall be 1” = 5’. 2. The elevation grid shall be labeled on both left and right sides of each section. 3. The station shall be shown to the right each section. 4. Existing ground, structures, drainage conduits and utilities shall be shown as dashed lines and designed or proposed features shall be shown as solid lines. 5. End areas in square feet for earthwork cut and fill shall be shown. End areas for unsuitable materials shall be identified. 6. Existing ground shall be shown at least 25 feet outside the proposed rights-of- way lines, easements or limits of construction, whichever is further. 7. Existing buildings, structures, or drainage facilities shall be shown within the limits of the cross section as described in Item 6 above. 8. Section stationing shall increase from the bottom of the sheet to the top. When more than one row of sections are placed on a sheet, the stationing shall increase from bottom to top and from left to right. 9. The existing ground elevation at the centerline, design profiles and ditches shall be shown on each section. 10. Cross sections shall be shown at intervals not exceeding 50 feet. Additional intermediate cross sections shall be shown as necessary to provide supplementary information at bridges, box culverts, intersections, side streets, railroads, etc. Additional cross sections as negotiated on a project-by-project basis may be necessary to support right-of-way acquisition basis. 11. Cross section sheets shall be provided for all side street improvements extending more than 50 feet from the right-of-way line of the main project alignment. 12. Soil boring information, including encountered and estimated seasonal high groundwater levels shall be shown on all applicable cross sections. 13. Horizontal and vertical location of unsuitable soils.

Cross Sections. The Engineer shall use Geopak to generate preliminary cross-sections every 50 feet and at culvert locations in conjunction with the Geometric Schematic. The Engineer shall determine earthwork volumes for use in the cost estimate, and shall prepare 11”x17” or roll plots of the cross-sections. DocuSign Envelope ID: 6DA01770-719C-4EFF-A344-425189FAC6FB

Cross Sections. The ENGINEER will develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections will be delivered in the standard TxDOT format on 11”x17” sheets or roll plots and electronic files. Cross sections and quantities will include existing pavement removals. Annotation will include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The ENGINEER will submit drawings at the 30%, 60%, and 95%, and final submittals, respectively.

Cross Sections. The Engineer shall use Open Roads to generate preliminary cross-sections every 100 feet and at culvert locations and cross-street and driveway locations in conjunction with the Geometric Schematic. The Engineer shall determine earthwork volumes for use in the cost estimate, and shall prepare roll plots of the cross-sections.

Cross Sections. The Engineer shall use OpenRoads to generate preliminary cross-sections every 100 feet and at culvert locations or other critical locations in conjunction with the Geometric Schematic. The Engineer shall determine earthwork volumes for use in the cost estimate and shall prepare 11”x17” sheets of the cross-sections.

Cross Sections. Roadway cross sections will be revised to reflect revised horizontal and vertical geometry. Cross sections will be adjusted to reflect the revised project limits.

Cross Sections. Road Sections: Taken at SO-foot intervals with the interval reduced to 25 feet adjacent to the bridge. Cross section width will be to the existing/proposed right of way line, or 10 feet beyond the proposed limit of disturbance, whichever is greater; • Stream Sections: Taken at 100-foot intervals for approximately 500 feet upstream and downstream of the bridge crossing for the width of the anticipated flood plain; and • Driveway Sections: Profiles of all existing and proposed driveways will also be measured to 75 feet from the existing roadway centerline.

Cross Sections. Roadway cross sections will be revised to include the turn lanes and driveway turn outs.