Common use of Cut and Fill Quantities Clause in Contracts

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 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 must include shall consider existing pavement removals. Annotation shall include at a minimum existing and proposed ROWright of way, side slopes (front & and back), profiles, etc. The Two sets of drawings shall be submitted by 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 submit an electronic submittal 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 submit an electronic submittal 7 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.. DocuSign Envelope ID: D78C9312-D95C-4FD3-B00A-7CFCC10A2DB4

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 7 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.