C4g_ Attachment G Photos.pdf

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Mark Twain NF Trail Maintenance
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12444626Q0048
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This document is a technical reference guide containing illustrated figures of typical trail features and construction standards used in federal trail design and maintenance.

The document provides nine detailed illustrations depicting standard trail construction techniques: Rolling Contour Trail (showing features such as sidehill location, alignment perpendicular to fall line, gentle grade, outsloped tread, and grade reversal); The Half Rule (demonstrating grade reduction principles for trail sustainability); Full Bench Trail (illustrating critical points, backslope, sideslope, and trail tread with 5% outslope); Stone Pitching (showing above-ground and below-ground stone placement with anchor stones); Rolling Grade Dip (depicting ramp and knick construction with specified outslope percentages); Rock Retaining Wall (detailing foundation preparation, mineral soil use, and wall insloping); Shallow Stream Ford and Gully Crossing Rock Structure (presenting plan view, profile, and cross-section specifications for water crossings); Rolling Crown Switchback (showing crowned landing slopes, retaining walls, grade reversals, and drainage requirements); and Insloped Turn (illustrating backslope blending, retaining walls, and large drain specifications). Additional technical drawings address drain dip construction dimensions, clearing limits and brushing standards, existing trail restoration methodologies, and typical trail cross-slope and bench specifications. The reference materials establish standardized construction parameters and dimensional requirements for U.S. Department of Agriculture Forest Service trail projects, with notations regarding outslope percentages, critical point rounding, drainage specifications, and material requirements throughout.

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Text version

Typical Trail Features Figures

Figure 1: Rolling Contour Trail

Figure 2: Illustration of The Half Rule

Figure 3: Bench Trail

Figure 4: Stone Pitching

Figure 5: Rolling Grade Dip

Figure 6: Rock Retaining Wall

Break the joints between stones.

Dcadman Stone

Wall should lean into slope.

Use only rocks and mineral soil for back fill.Don't use organic material.

Trail Tread

Figure 7: Shallow stream ford and gully crossing rock structure

Figure 8: Rolling Crown Switchback

Figure 9: Insloped Turn

Figure 10: Drain Dip Drawing

Figure 11: Clearing Limits Drawing

Figure 12: Existing Trail Restoration Drawing

Figure 13:: Cross Slope and Bench Drawing

File details come from the government source that posted it. Updated .