Typical Sections definition

Typical Sections. The typical section sheets will be prepared which will include two existing and two proposed typical sections along with the mixture requirement chart and notes and the applicable legend items. The pavement analysis form will be prepared and submitted.
Sample 1Sample 2Sample 3
Typical Sections. Prepare typical sections for the existing and proposed improvements, showing dimensions for roadway surfaces, bases, subbases, subgrade treatments, ditches, backslopes, and right of way. This task Includes preliminary pavement design. • Cross Section Design: Design roadway cross sections at 50-foot intervals and all driveways and cross-road culverts.
Sample 1

Examples of Typical Sections in a sentence

  • No deduction in the measurement for Excavation will be made for the trenching required for pipe and structure installations above the bottom of, or within the subcut limits as shown on the Typical Sections.

  • Typical Sections – typical sections of the pavement restoration and/or any other project specific modification to the roadway should be shown in cross section.

  • Time is of the essence for all work Contractor must perform to obtain Project Completion.

  • The base course width shall be a minimum of twelve (12) inches greater than the finished surface course (see Roadway Typical Sections in the S&D Manual).

  • The Design-Build Firm shall show the future express lanes, shoulders, barriers, high-speed rail envelope, including any horizontal and vertical clearances, in the Typical Sections in the Plans and denote “to be constructed by others”.

  • All Roadway and driveway subgrades shall have a minimum width as shown in the Roadway Typical Sections.

  • Side slopes for roadside swales shall be in general conformance with the Roadway Typical Sections.

  • Typical Sections shall be developed as necessary to construct the roadways within the project limits.

  • If existing conditions are within the allowable range shown in Table 211.2.3, the term “Match Existing” may be used on the Typical Section(s) to indicate that the existing cross slope is to remain.

  • For lots that drain away from the street, the area between the right-of-way line and the curb shall be graded so that water drains away from the street at a minimum grade of ½ inch per foot (approximately 4 percent) except where sidewalks are required (see Typical Sections).