Common use of Cross Sections Clause in Contracts

Cross Sections. The Engineer shall use Geopak to generate preliminary cross-sections every 100 feet in conjunction with the Geometric Schematic. The Engineer shall determine earthwork volumes for use in the cost estimate, and shall prepare roll plots or 11X17 sheets of the cross-sections as required.

Cross Sections. The Engineer shall use Geopak to generate preliminary cross-sections every 100 feet in conjunction with the Geometric Schematic. The Engineer shall determine earthwork volumes for use in the cost estimate, and shall prepare roll plots or 11X17 sheets of the cross-sections as requiredsections.

Cross Sections. The Engineer shall use Geopak to generate preliminary cross-sections every 50 or 100 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 or 11X17 sheets of the cross-sections as requiredsections.

Cross Sections. The Engineer shall use Geopak to generate preliminary cross-sections every 100 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 must prepare 11”x17” or roll plots or 11X17 sheets of the cross-sections as requiredsections.

Cross Sections. The Engineer shall use Geopak to generate preliminary cross-sections every 100 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 or 11X17 sheets of the cross-sections as requiredsections.

Cross Sections. The Engineer shall use Geopak to generate preliminary cross-sections every 100 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 roll plots or 11X17 sheets of the cross-sections as required.sections. DocuSign Envelope ID: 798F7E2C-0AE6-40EE-BFB4-3AB848988972

Cross Sections. The Engineer shall use Geopak to generate modified and additional 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 or 11X17 sheets of the modified cross-sections as requiredfor the area between US 90 and the Xxxxxx River and in the area of the Xxxx 0000/Xxx Xxxxxxxx Intersection.

Cross Sections. The Engineer shall use Geopak to generate preliminary cross-sections every 50 or 100 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 roll plots or 11X17 11”x17” cut sheets of the cross-sections as requiredsections.

Cross Sections. The Engineer shall use Geopak GEOPAK to generate preliminary cross-sections every 100 feet in conjunction with the Geometric Schematic. The Engineer shall determine earthwork volumes for use in the cost estimate, and shall prepare roll plots or 11X17 sheets of the cross-sections as requiredsections.

Cross Sections. The Engineer shall use Geopak 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 or 11X17 sheets of the cross-sections as requiredsections.

Cross Sections. The Engineer shall use Geopak GEOPAK to generate preliminary cross-sections every 100 feet in conjunction with the Geometric Schematic. The Engineer shall determine earthwork volumes for use in the cost estimate, and shall prepare roll plots or 11X17 sheets of the cross-sections as required.