SEGMENTAL MODULAR AND VEGETATED RETAINING WALLS

ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort; 12 400 ft-lb per cu ft (600 kN-m per cu m).

ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc-Type Apparatus.

ASTM D4595 - Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method.

ASTM D5262 - Standard Test Method for Evaluating the Unconfined Tension Creep and Creep Rupture Behavior of Geosynthetics.

ASTM D5397 - Standard Test Method for Evaluation of Stress Crack Resistance of Polyolefin Geomembranes Using Notched Constant Tensile Load Test.

ASTM D6637 - Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method.

USEPA CFR 503 - Standards for the Use or Disposal of Sewage Sludge.

Test Methods for the Examination of Composting and Compost

USCC TMECC 04.11B.

USCC TMECC 02.02B.

Manufacturer's data sheets on each product to be used.

Manufacturer certifications.

Preparation instructions and recommendations.

Storage and handling requirements and recommendations.

Typical installation methods.

Retaining wall design calculations, including global stability analysis and drawings are to be stamped by a registered Professional Engineer licensed in the state of the project.

Intent of mock-up is to demonstrate quality of workmanship and visual appearance.

If mock-up is not acceptable, rebuild mock-up until satisfactory results are achieved.

Retain mock-up during construction as a standard for comparison with completed work.

Do not alter or remove mock-up until work is completed or removal is authorized.

Damaged materials shall not be used in the project (ASTM C 1372).

Living Wall Systems: No warranty is provided for the living wall system in terms of vegetation this will be provided by the landscaper, Therefore, a warranty on the modules themselves is provided by the Manufacturer.

ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort; 12 400 ft-lb per cu ft (600 kN-m per cu m).

Geosynthetic Reinforcement:

ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc-Type Apparatus.

ASTM D4595 - Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method.

ASTM D5262 - Standard Test Method for Evaluating the Unconfined Tension Creep and Creep Rupture Behavior of Geosynthetics.

ASTM D5397 - Standard Test Method for Evaluation of Stress Crack Resistance of Polyolefin Geomembranes Using Notched Constant Tensile Load Test.

ASTM D6637 - Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method.

Blended Media as Plantable Unit Infill:

USEPA CFR 503.

USCC TMECC 04.11B.

USCC TMECC 02.02B.

Included in the Work: Following the lines and grades designated on the drawings.

Foundation.

Drainage.

Compaction.

Plantable Unit Infill: Filter sock material.

Reinforcement.

Irrigation components; optional.

Approved plants.

Related system accessories per specification.

Retaining Wall Systems: Design to be planted and grown over.

Planting Pockets: Large enough to accommodate multiple plugs.

Reinforcement Design:

Reinforced with a woven coated polymer strap reinforcement.

Modules to include a true mechanical connection through the modules themselves creating high connection values regardless of wall height or fill.

There is to be no need for additional pins, rods, pipes, or other means of attachment.

Live Retaining Wall Modules: EnviroWall: 15 x 6 x 13 inch (381 x 152 x 330 mm). Injection molded polypropylene with additives for UV stabilization, impact resistance and color. Molded with no sidewalls and open bottom, creating a trough for growth media.

Weight: 2.5 lbs (1.13 kg).

UV Stabilization: 7 years minimum.

Color: As determined by the Architect from manufacturer's range.

Facilitate mechanical connection to reinforcement and system accessory parts.

Face Wall: Hollow.

Sidewalls: Polypropylene accessories that insert into receptors in modules.

Strap Reinforcement: Rolls of inextensible structural straps, composed of high tenacity polyester yarns placed in tension, then co-extruded with polyethylene to form a polymeric strap.

Widths: Varying widths between 2 to 4 inch (50 to 100 mm).

Growth Media: Specified to match the planting list for the region of use, in order to facilitate successful grow-out and long-term coverage of the completed wall or slope system.

Packaging: Bulk.

Packaging: Precise packaging for placement within each module.

Excavation: Excavate to lines and grades shown on construction drawings.

Use care when excavating to prevent disturbance of the base beyond the lines shown. Follow all local, state, and federal laws regarding earthwork.

Leveling Pad: Excavate foundation soil as required for leveling pad to the depths and locations shown on the plan sheet or as directed by the design engineer.

Exposed Foundation Soil: To be observed by the on-site soils engineer prior to construction. Verify the exposed material is suitable for the net design bearing pressure and that excavation base is free of loose soil, non-compacted fill, water, or frozen material.

Undercut any Unsuitable Soil. Fill undercut areas with crushed limestone and compacted to 95 percent of material's standard Proctor maximum dry density.

Construct crushed rock leveling pad to lines and grades on the plans.

Top compacted levelling pad with 2 to 3 inches (51 to 76 mm) of sand to facilitate levelling of individual modules.

Base Course: Install first course of modules on leveling pad.

Modules must be level side-to-side and front-to-back.

Place modules 9 inches (mm) apart in accordance with diagrams to yield a 24 inch (610 mm) center-on-center spacing for straight run sections.

Base pad itself should be leveled such that modules placed on it are level once pressed into the sand topping.

Modules shall not be pounded with a hammer or mallet as a means of leveling.

Fill below grade units and spaces between units, with free draining granular infill to a level even with the tops of the side rails in accordance with manufactures installation guidelines. See website for the most up to date information.

Unit Installation: Each module straddles two modules on the course below creating a checkerboard pattern of planting pockets.

Pull the units forward into contact with the rear face of the lower module to establish a 70 degree wall batter.

On Any Given Unit" Lift, always fill the entire course of modules with a 2 ft (610 mm) plantable unit infill or filter sock material before placing mass backfill.

On Reinforced Courses: Care must be taken to ensure straps are flat, without wrinkles and lay horizontal to the connection elevation at the rear of the module.

Backfill and compact behind the modules to the cut embankment or ends of the straps and continue construction in sequence per site specific design and plans.

Each Course of Modules: Must be stacked and completely backfilled before the next course is placed.

No stacking of multiple courses before filling shall be allowed.

Radius Walls: May require smaller or larger spacing between units to maintain the running bond.

When off-bond; upper module not evenly straddling lower module, addition of the Side Rail accessory supports may be installed in order to ensure peak performance of the system.

Drain Pipes: Install as specified and run to daylight at low points and/or periodically along wall alignment as shown on plans.

Reinforcement: When required, reinforce with a woven and coated polymer strap reinforcement.

Once modules of a reinforced course have been placed on the wall column, insert the tag end of the Strap Reinforcement from the top, inside the trough, through the connection aperture in the bottom of each module and pull through to the mid-point of its total length, prior to filling the module.

The Strap Reinforcement may now be pulled evenly into the backfill zone for each connected module on the course, at the elevations shown on the plans.

In order to prevent vertical forces on the straps and tails of modules, care must be taken to ensure that straps lay horizontal at the same elevation as the top surface of the connection aperture inside of trough.

Terminal ends of the strap should be at the same distance from the module and spread apart no more than the center-to-center width of the modules, which is 24 inches (610 mm).

Strap Reinforcement placed outside a plus or minus 4 inches (100 mm) zone of the placement design elevation will not be accepted.

In sequence, fill modules with plantable unit infill or filter sock material.

Mass backfill shall be placed and/or pushed in a rearward direction, starting from the modules moving toward the rear of the fill zone.

Construction equipment other than rubber-tired or rubber-tracked shall not be operated directly on the Strap Reinforcement.

Backfill Zone Material: Placed in maximum 12 inch (305 mm) lifts and compacted to at least 95 percent of the material's maximum dry density as determined by the standard Proctor method.

No compaction equipment other than vibratory plates may be operated within 3 feet of the rear of the modules.

Place, spread and compact backfill in such a manner that minimizes wrinkles and movement of the reinforcement.

Field Density Testing: Conduct by a qualified soils technician. Verify the minimum degree of compaction is being obtained.

The finished grade above the structure should include a drain swale and must be sloped in such a manner to drain all water away from the wall unless it has been specifically designed to accept site runoff water.

Planting:

Once complete, the finished system face should be brushed off to dislodge any over-filling of the pockets which would quickly slough off on its own.

This is not needed when filter sock material is utilized.

Planting Live Plugs Instead of Seeding: Planting must start from the top course and continue down the face of the wall until every pocket is filled with at least one plant to yield a minimum coverage of 1 plant per sf of exposed face area.

The planting pocket is designed large and the fill volume is high, so each pocket can accommodate multiple plugs.

Live Plants: Center in the "sun receiving" area of the pocket; not under the upper module.

As an alternative, filter sock material can be internally seeded or pockets can be hand seeded after installation.

Water plants in accordance with the project plans.

Maintenance of plant material should be required for first year in order to ensure proper grow-in.

Irrigation: Modules allow flat drip tape or 1/4 inch (6 mm) drip irrigation tubing to be placed in the filter sock or running from module to module through the side rails in order to run a continuous water line.

Maintenance:

The modules themselves do not require maintenance.

Maintenance and care of vegetated portions of the wall system is required at least until the vegetation is established.

The initial and continuing maintenance required will depend on the plantable unit infill, type of vegetation, local weather conditions and exposure.

The Manufacturer may, at its discretion, provide maintenance review visits for the purpose of documenting the progress and condition of the completed system.

At such regular visits within the first 24 months from completion, reports will be generated and shared with stakeholders as a tool to facilitate successful grow-out.

Any provisions, by and for, the project owner in addition to those listed above, such as percent plant coverage by calendar date, shall be placed in a separate document and included with the plans and specifications of the project prior to bidding and selection of installer.

Technical Support: The Manufacturer's staff is available for specification assistance and jobsite review of various installation stages. The Manufacturer should be contacted at least 14 days prior to the start of construction if technical representatives are needed during the installation process.