HIKER.pdf
PDF 306 KB Posted
- Solicitation number
- AG-435H-S-17-0029
About this file
Design Parameters
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
WO AMENDMENT 2309.18-2016-x EFFECTIVE DATE: mm/dd/2016 DURATION: This amendment is effective until superseded or removed.
2309.18_20
FSH 2309.18 – TRAILS MANAGEMENT HANDBOOK
CHAPTER 20 – TRAIL DEVELOPMENT
HIKER/PEDESTRIAN DESIGN PARAMETERS
Design Parameters are technical guidelines for the survey, design, construction, maintenance, and assessment of National Forest System trails, based on their Designed Use and Trail Class and consistent with their management intent1. Local deviations from any Design Parameter may be established based on trail-specific conditions, topography, or other factors, provided that the deviations are consistent with the general intent of the applicable Trail Class.
Designed Use
HIKER/PEDESTRIAN Trail Class 1 Trail Class 2 Trail Class 3 2 Trail Class 4 2 Trail Class 5 2
Design Tread Width
Wilderness (Single Lane)
0” – 12” 6” – 18” 12” – 24”
Exception: may be 36” – 48” at steep side slopes
18” – 24”
Exception: may be 36” – 48” at steep side slopes
Not applicable
Non-Wilderness (Single Lane)
0” – 12” 6” – 18” 18” – 36”
24” – 60”
36” – 72”
Non-Wilderness (Double Lane)
36” 36” 36” – 60” 48” – 72” 72” – 120”
Structures (Minimum Width)
18” 18” 18” 36” 36”
Design Surface3
Type Native, ungraded
May be continuously rough
Native, limited grading
May be continuously rough
Native, with some on-site borrow or imported material where needed for stabilization and occasional grading
Intermittently rough
Native with improved sections of borrow or imported material, and routine grading
Minor roughness
Likely imported material, and routine grading
Uniform, firm, and stable
Protrusions ≤ 24”
Likely common and continuous
≤ 6”
May be common and continuous
≤ 3”
May be common, not continuous
≤ 3 ”
Uncommon, not continuous
No protrusions
Obstacles (Maximum Height)
24”
14”
10”
8”
No obstacles
DURATION: This amendment is effective until superseded or removed.
23.11 – Exhibit 01--Continued
Designed Use
HIKER/PEDESTRIAN Trail Class 1 Trail Class 2 Trail Class 3 2 Trail Class 4 2 Trail Class 5 2
Design Grade 3
Target Grade 5% – 25%
5% – 18% 3% – 12% 2% – 10% 2% – 5%
Short Pitch Maximum
40% 35% 25% 15% 5%
FSTAG: 5% – 12%2
Maximum Pitch Density 20% – 40% of trail
20% – 30% of trail
10% – 20% of trail
5% – 20% of trail
0% – 5% of trail
Design Cross Slope
Target Cross Slope Natural side slope
5% – 20% 5% – 10% 3% – 7% 2% – 3% (or crowned)
Maximum Cross Slope Natural side slope
25% 15% 10% 3%
Clearing
Height 6’
6’ – 7’ 7’ – 8’ 8’ – 10’ 8’ – 10’
Width ≥ 24”
Some vegetation may encroach into clearing area
24” – 48”
Some light vegetation may encroach into clearing area
36” – 60”
48” – 72”
60” – 72”
Shoulder Clearance 3” – 6”
6” – 12” 12” – 18” 12” – 18” 12” – 24”
Turn
Radius No minimum 2’ – 3’ 3’ – 6’ 4’ – 8’ 6’ – 8’
1 For definitions of Design Parameter attributes (e.g., Design Tread Width and Short Pitch Maximum), see FSH 2309.18, section 05.
2 Trail Classes 3, 4, and 5, in particular, have the potential to be accessible. If assessing or designing trails for accessibility, refer to the Forest Service Trail Accessibility Guidelines (FSTAG) for more specific technical provisions and tolerances (FSM 2350).
3 The determination of the trail-specific Design Grade, Design Surface, and other Design Parameters should be based upon soils, hydrological conditions, use levels, erosion potential, and other factors contributing to surface stability and overall sustainability of the trail.
DURATION: This amendment is effective until superseded or removed.
Application considerations for Hiker/Pedestrian Design Parameters:
1. Trails with a Designed Use of Hiker/Pedestrian generally require less development than trails with another Designed Use, thereby offering the greatest opportunity to bring users close to nature. Tread width, clearing width and height, alignment, and structures for crossing streams normally are at a smaller scale.
2. On trails with a Designed Use of Hiker/Pedestrian, grades leading to and from switchbacks should not be less than 10 percent. Within the turn, reduce the grade to less than 10 percent for a distance of 5 or 6 feet. When needed, reduce or eliminate creation of switchbacks by trail users by installing rocks, logs, native vegetation, or other material.
3. When trails with a Designed Use of Hiker/Pedestrian cross wet areas or streams, select routes that require the fewest structures. When designing structures to cross wet areas, follow the guidance in the Design Parameters regarding the minimum tread width for trail structures. Stepping stones generally should be at least 12 to 18 inches wide, depending on the
Trail Class of the trail and its management intent, and should be set no more than 24 inches apart.
4. Design bridges on trails with a Designed Use of Hiker/Pedestrian to prevent overloading, especially if they are located in areas used by pack and saddle stock.
5. The maximum grade for trails in Trail Class 1 with a Designed Use of Hiker/Pedestrian matches the grade for trails in the lowest class of mountaineering routes. However, mountaineering routes, which require the use of unconstructed hand and toe holes or ropes, are not covered by the Hiker/Pedestrian Design Parameters.
File details come from the government source that posted it. Updated .