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 five (5) sets of drawings 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 DocuSign Envelope ID: FD24F92F-6139-4C7F-AA82-1622E42AE476 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 three (3) sets of drawings 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 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.
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. DocuSign Envelope ID: DE976FF4-2D56-4B5B-B430-D8ABBAC3EC05 The Engineer shall submit two sets of drawings 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 2 sets of cross sections 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 feet intervals. Cross sections must be created from the 3D Corridor Model and must be delivered in the standard State’s TxDOT format on 11”x17” sheets or roll plots and electronic files. The Engineer shall provide all templates and corridor files used to generate the design cross sections. Cross sections and quantities shall consider existing pavement removals. Annotation shall include at a minimum existing/proposed right of way, side slopes (front & back), profiles, etc. Two sets of drawings shall be submitted by the Engineer at the 30%, 60%, and 90%, and final submittals, respectively. The Engineer shall submit the current OpenRoads generated 3D corridor 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 DocuSign Envelope ID: 00030A7D-3D10-434B-B077-86515E98EAAF Contract No. 15-6SDP5007 PS Contract No. 6130 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), ditch profiles, retaining wall/bridge structure label/ street names, pavement structure, existing and proposed utilities, existing and proposed storm drain, etc. The Engineer shall submit six (6) sets of drawings 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 update Cut and Fill Quantities to address pavement design and embankment changes after 90%.
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 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 shall include at a minimum existing and proposed ROW, side slopes (front & back), profiles, etc. The Engineer shall submit 1 set of drawings in PDF format at the 30%, 60%, and 90%, and final submittals, respectively. The Engineer shall also submit the current OpenRoads generated 3D corridor 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-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).
