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 DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 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 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. 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. 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 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 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 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 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. DocuSign Envelope ID: 6F241E99-CBD7-4989-A074-6D52EF0E6522 Contract No. 14-6SDP5013 PS No. 6339 Deliverables: The Engineer shall provide the following: i Design cross sections (submitted with FC 160 milestone deliverables).
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.
