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Section 2: Retaining Wall Layouts

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General Content Layout

In general, retaining wall layouts include the following information.

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  • Plan View. The plan view should contain the following items:
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    • Beginning and ending wall points by station, offset, and roadway alignment
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    • Additional points as necessary to describe the relationship of wall alignment to roadway alignment(s)
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    • Indication of which side is the face of the wall
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    • Horizontal curve information if applicable for wall alignment
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    • Location of soil borings (Include boring name, station, offset, and top-of-hole elevation.)
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    • Signing, lighting, etc., mounted on or passing through wall (Designate and locate the sheets that contain information for these elements.)
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    • Surface and subsurface drainage structures or utilities that could affect or be affected by wall construction (Designate and locate the sheets that contain information on the structure or utilities.)
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  • Elevation view. The elevation view should contain the following items:
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  • Estimated quantity table. Include the estimated quantity table for each retaining wall type. Refer to a specific wall type for list of bid codes. The estimated quantity table should contain the following items:
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  • Typical section. A typical section should contain the following information:
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  • General notes. The general notes should include the following information:
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    • A note stating the required wall embedment depth if the specified embedment is greater than 1 ft. for slopes up to 4:1 in front of wall or 2 ft. for slopes in front of wall that are steeper than 4:1, as well as a note stating that the wall is measured between top of wall and "X" ft. below finished grade
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    • Reference to all applicable standard sheets for pertinent information
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    • Other pertinent information regarding wall design and construction
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Plans for Specific Wall Types

For specific retaining wall types, include the following additional information on the layout and in the plan set.

Spread Footing Walls. For spread footing walls, include the following additional information:

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  • Panel design designation (for example, LC-10-32) for each panel corresponding to the appropriate cast-in-place spread footing wall standard sheet. The designation includes a reference to the controlling standard drawing, design height, and panel width information.
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  • Location of expansion and construction joints (Assuming 32-ft. panels, every third joint is typically designated as an expansion joint.)
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  • Set bottom of wall (top of footing) horizontal and stepped to meet minimum embedment criteria. (Distance from one step to the next is typically greater than 6 in. Provide bottom of wall elevations for all panels.)
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  • Appropriate standard sheets pertaining to cast-in-place spread footing walls

Designate all information necessary for the contractor to construct the wall on retaining wall layouts for spread footing walls. This type of wall does not have a proprietary vendor to provide shop drawings, so the plan set must be complete with details.

Mechanically Stabilized Earth (MSE) Walls. For MSE walls, include the following additional information:

Concrete Block Walls. For concrete block walls, include the following additional information:

Tied-Back Walls. For tied-back walls, include the following additional information:

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  • Panel and closure-pour width dimensions
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  • Bottom of wall shown with a level footing elevation, also referred to as having steps. (Distance from one step to the next is typically greater than 6 in.)

Designate all information necessary for the contractor to construct the wall on retaining wall layouts for tied-back walls. This type of wall does not have a proprietary vendor; however, shop drawings are required to fully detail the panel schedule to be used on the project and information regarding proposed anchor length.

Soil/Rock Nailed Walls. For soil or rock nailed walls, include the following additional information:

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  • Panel width dimensions
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  • Location of expansion and construction joints spaced at intervals not to exceed 90 ft.
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  • Set bottom of wall horizontal and stepped to meet minimum embedment criteria. (Distance from one step to the next is typically greater than 6 in. Provide bottom of wall elevations for all panels.)
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  • Estimated quantity for “Soil/Rock Nail Anchors”
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  • Typical section showing existing or proposed foundations or other obstructions that may interfere with wall construction
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  • Test nail lengths, loads, and bar grade and size

Designate all information necessary for the contractor to construct the wall on retaining wall layouts for nailed walls. This type of wall does not have a proprietary vendor to provide shop drawings, so the plan set must be complete with details.

Drilled Shaft Walls. For drilled shaft walls, include the following additional information:

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  • Set bottom of wall horizontal and stepped to meet minimum embedment criteria
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  • Panel width dimensions
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  • Bottom of wall shown with a level footing elevation, also referred to as having steps. (Distance from one step to the next is typically greater than 6 in. Provide bottom of wall elevations for all panels.)
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  • Estimated quantity for “Drilled Shaft” used on wall (This quantity is broken into specified shaft diameters.)

Designate all information necessary for the contractor to construct the wall on retaining wall layouts for drilled shaft walls. This type of wall does not have a proprietary vendor to provide shop drawings, so the plan set must be complete with details.

Temporary MSE Walls. For temporary MSE walls, include the following additional information:

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  • Bottom of wall shown following the proposed finished grade offset at the minimum embedment depth specified
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  • Appropriate standard sheets pertaining to temporary MSE walls
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