Typical Sections. The Engineer shall prepare typical sections for all proposed and existing roadways and structures. Typical sections must include width of travel lanes, shoulders, outer separations, border widths, curb offsets, managed lanes, and ROW. The typical section must also include Proposed Profile Gradeline (PGL), centerline, pavement design, longitudinal joints, side slopes, sodding or seeding limits, concrete traffic barriers and sidewalks, if required, station limits, common proposed and existing structures including retaining walls, existing pavement removal, riprap, limits of embankment and excavation, etc.
Typical Sections. The Engineer shall develop both existing and proposed typical sections that depict the number and type of lanes, shoulders, median width, curb offsets, cross slope, border width, clear zone widths, and ROW limits.
Typical Sections. 4.3.5 General notes including Project drawing specific issues.
Typical Sections. The Engineer shall prepare typical sections for all proposed and existing roadways and structures. Typical sections shall include width of travel lanes, shoulders, outer separations, border widths, curb offsets, managed lanes, and ROW. The typical section shall also include PGL, centerline, pavement design, longitudinal joints, side slopes, sodding and seeding limits, concrete traffic barriers and sidewalks, if required, station limits, common proposed and existing structures including retaining walls, existing pavement removal (pavement coring shall be performed by the Engineer to determine existing pavement structure for removal items only, see FC 110) riprap, limits of embankment and excavation, etc. The typical sections shall also reference Pay Schedule for Item of work “Ride Quality of Pavement Surface”.
Typical Sections. Typical sections shall be required for all proposed and existing roadways and structures. The Engineer shall provide the design of mainlanes with full shoulders, frontage roads, entrance and exit ramps, managed lanes and auxiliary lanes. The design shall be consistent with the approved refined schematic and the current Roadway Design Manual.
Typical Sections. Typical Complete Street sections will be developed for critical areas, as necessary. Two (2) typical sections are anticipated. • Avenue K NE • West Xxxx Xxxxxx Drive
Typical Sections. Upon approval of the Typical Section Package, the Consultant shall prepare the typical section sheets including the mainline, bridges (if applicable) and side streets with all applicable details added to the sections. These sheets shall also include other miscellaneous details necessary to construct the project. The details shall include but are not limited to milling and resurfacing, non-standard superelevation transitions, etc.
Typical Sections. B. Subsurface drainage design (Consulting Engineer to provide edge drain layout and spot elevations for critical spots on edge drains.)
Typical Sections. The ENGINEER shall refine the typical sections from the schematic for inclusion into the PS&E. The ENGINEER shall use the Design Speed, Average Daily Traffic (ADT), Roadway Classification, Location Type, and the appropriate Design Criteria to refine the typical sections. The existing typical section shall be shown with current roadway (pavement, right of way, etc.)
Typical Sections. Typical sections shall be required for all proposed and existing roadways and structures. Typical sections shall include width of travel lanes, shoulders, outer separations, border widths, curb offsets, and ROW. The typical section shall also include PGL, centerline, pavement design, longitudinal joints, side slopes, sodding/seeding limits, concrete traffic barriers and sidewalks, if required, station limits, common proposed and existing structures, existing pavement removal (pavement coring shall be performed by the State to determine existing pavement structure for removal items) riprap, limits of embankment and excavation, etc.
