614.032 Anchoring Components The anchoring system shall consi st of straight No. 4
steel reinforcing rods with an A TRA clip, or an approved equal, as end cap. Length shall be as specified in the manufacturer’s recommendations or the proje ct-specific design.
3 Granular Borrow Granular Borrow shall meet the requir ements of MaineDOT
4 Geocell Infill Material Geo cell infill material shall be as specified in the
project-specific design or as shown on the Plans and shall meet the requirements of the following specifications: L o a m 615.07 D i r t y B o r r o w 615.10 Aggregate for Crushed Stone Surface 703.12
5 Surface Treatment For geocell slopes with Loam infill , the surface treatment
shall consist of seed and an erosion control blanket. The seed shall meet the requirements MaineDOT Section 618-Seeding, Method Number 2, or as indicated on the project-specific design, Plans and Notes. The erosion control blanket shall mee t the requirements of MaineDOT Section 613-Erosion Cont rol Blanket. When infill othe r than loam is specified, the surface treatment shall be as indicated on the project-spec ific design, Plans or details.
614.04Construction Requirements The Geocell Slope Protection System shall have the
following construction requirements:
from the slope.
installed geocell section is flush with or slightly lower that the final grade as indicated on the Plans.
surface, ensuring required overlaps are maintained and outered ge of geotextile are buried a minimum of 6 in. below grade.
recommendations. Use type of anchor and frequency of anchoring as indicated on the shop drawings.
uniformly to required dimensions and outer cells of each layer are correctly aligned.
geocell sections are flush at the joint and adjoining cells are fully anchored. Anchor with specified anchors in prescribed pattern throughout the slo pe surface.