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Installation Guide - Load Support _v2021.3a
Site Preparation
Prepare Subgrade Layer
Prepare subgrade per construction drawings or Engineer.
1. PREPARE SITE AND SUBGRADE.
a) Clear and grub vegetative cover, debris, stumps, roots.
b) Replace unacceptable foundation soils if specified.
2. COMPLETE EARTHWORK.
a) Level surface to planned elevations and grades.
b) Compact subgrade according to specifications.
FIGURE 5. PREPARE SUBGRADE LAYER
Layout Geotextile / Geogrid (if specified)
1. Install geosynthetic layers according to the manufacturer’s
directions.
2. Ensure required overlap between rolls or pre-sewn seams
according to project specification.
Anchor Stakes
Anchor Stakes along Route FIGURE 6. LAYOUT GEOTEXTILE
NOTE: Take care not to damage underground
infrastructure such as geomembranes, cables or pipes.
Stakes or pins are used to position and anchor the outer cells of
the Neoloy sections prior to infill. Use pointed wood, iron or
steel j-hooks according to the subbase hardness.
1. Anchor the stakes firmly in the ground.
a) Geotextiles (if applicable) – penetrate the geotextile
fabric with the stakes; or if a non-permeable
geomembrane is used, anchor the stakes on the sides.
b) Intervals – typical spacing between stakes is ~50 cm
when fully opened; depending on the cell size, project
specifications, or on-site Engineer.
FIGURE 7. INSERTING STAKES/ANCHORS ALONG ROUTE
c) Marking - string or chalk line may be used to align
staking locations and borders.
NOTE: Leave at least 10 cm of the stakes exposed as they will be removed before compaction and paving.
PRS-EN-TD-LS-3000 8/21 Ver. 2021.3
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