Retaining wall installation built to architectural drawings. Removal of topsoil and unsuitable fill. Preparation of gravel subbase leveling pad with use of a woven stabilization geotextile fabric. Installation of wall drains if necessary to ensure proper drainage with clog preventative method(s), such as a weep hole filter system with cleanable/replaceable filter cartridges. Backfill of retaining wall with clean stone utilizing a non woven geotextile filtration fabric for proper seperation of materials (in which is to be placed vertically between geogrid(s) when applicable). By backfilling the retaining wall with clean stone and use of a non woven geotextile fabric, the water will promote drainage and the gravel will not clog with soil materials. The water then freely flows through the toe drain to placement of discharge installed by a third party contractor. Clean stone also removes the factor of disturbance to the retaining wall due to compactive efforts. Depending on the height of the retaining wall, geogrid(s) will be placed in accordance with architectural drawings. When geogrid(s) are utilized crushed stone of a smaller sieve size, although angular and washed (with no fines) is used as backfill rather than clean stone, to minimize settling and to maintain a level grade in order to obtain optimum design strength. The retaining wall is then cleaned and sealer is applied in accordance with manufacturers recommendations.