Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc.
Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at one hundred
Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit an electronic submittal at the 30%, 60%, and 90%, and final submittals, respectively. If requested by the State, the Engineer shall also submit the current OpenRoads generated 3D model for each submittal.
Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be delivered in standard GEOPAK format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall also provide separate cross section information (in dgn, XLR & ASCII formats) for the contractor’s use. Parallel roadside ditches shall be designed to positively drain to an adequate outfall location while utilizing a relatively constant front slope (ditch bottom shall vary in location within the State ROW). The Engineer shall submit an electronic submittal of cross sections at the 30%, 60%, and 90%, and final submittals, respectively. The Engineer shall also submit the current OpenRoads generated basic 3D model for each submittal.
Cut and Fill Quantities. A. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections must be created from the 3D corridor model and must be delivered in the standard TxDOT format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all templates and corridors used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation must include, at a minimum, existing and proposed ROW, side slopes (front & back), profiles, etc.
B. The Engineer shall submit 1 set of drawings specified at the 50%, and 90%, and final submittals, respectively. The Engineer shall submit the current OpenRoads generated 3D corridor model for each submittal.
Cut and Fill Quantities. Develop an earthwork analysis and cut and fill quantities and provide final design cross sections at 100 feet intervals. Revise for changed pavement design and two embankements 0 160.C.8 8.
Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections shall be delivered in standard GEOPAK format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross WAs Used DocuSign Envelope ID: 56C9F445-711D-4155-8CAC-4A873A2298E4 sections and quantities shall consider existing pavement removals. Annotation shall include at a minimum existing and proposed right of way, side slopes (front & back), profiles, etc. Two sets of drawings shall be submitted by the Engineer at the 30%, 90%, and 95%, and final submittals, respectively.
Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. Cross sections shall be delivered in standard GEOPAK format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities shall consider existing pavement removals. Annotation shall include at a minimum existing and proposed right of way, side slopes (front & back), profiles, etc. Three complete sets of drawings, as well as a complete pdf of the planset shall be submitted by the Engineer at the 30%, 60%, and 90%, and final submittals, respectively.
Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 foot intervals. Cross sections must be delivered in standard GEOPAK format on 11” x 17” sheets or roll plots and electronic files. The Engineer shall provide all criteria and input files used to generate the design cross sections. Cross sections and quantities must include existing pavement removals. Annotation shall include at a minimum existing and proposed ROW, cross slopes, offset and elevation callouts of key points, side slopes (front & back), profiles (centerline or baseline PGL locations), existing longitudinal utilities to be removed, relocated, or remain and proposed utilities.
Cut and Fill Quantities. The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross-sections at 100-foot intervals. The cross- sections will be based on corridor modeling templates and surface models. The generated cross-sections shall be delivered in standard Geopak format on 11”x17” sheets and electronic files. Annotation shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall also provide separate cross-section information (in dgn, XLR & ASCII formats) for the Construction Contractor’s use. Parallel roadside ditches shall be designed to positively drain to an adequate outfall location while utilizing a relatively constant front slope (ditch bottom shall vary in location within the State ROW).
