Typical Geotextile Soil Wall Section

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Slope to Drain Asphalt Pavement 2-Ft. Low Permeability Soil Shotcrete Cover or Gravel Borrow if Facing Under Pavement Geotextile 12" (Typical) Layer Temporary (Typical) Excavation Slope 1H (As required for safety.) Suitable Granular 6V Max. Seepage. Backfill (see material specification 3). Batter 3" Diameter Weep Holes Drainage Sand and at 10-Ft. Horizontal Gravel Layer Against Spacing and 1 Foot Backslope of Excavation Above Ground Surface 2-Ft. Min. 2-Ft. Min. Embedment NOT TO SCALE Existing MATERIALS 3-Ft. Min. Ground Overlap Fill hatched area with quarry spalls following Surface 1. Drainage Sand should meet the following gradation Subdrain Pipe (Tightline through wall (Modified City of Seattle Mineral Aggregate Type 26): and daylight at selected locations) wall construction. Sieve Size % Passing by Weight 4. SUBDRAIN PIPE 1-inch 100 a Perforated or slotted pipe; tight joints; sloped to drain 3. Keep the excavation free of water. A geotechnical (6"/100' min. slope); provide clean-outs; min. diameter: 3/4-inch 85 to 95 engineer should evaluate the prepared subgrade 4 inches. before placing fill. 1/4-inch 30 to 60 No. 8 20 to 50 b Perforated pipe holes (1/8-in. to 3/8-in. dia.) to be in 4. If soft or loose materials are present in the subgrade, No. 50 3 to 12 lower half of pipe with lower quarter segment they should be removed and replaced with compacted No. 200 0 to 1 unperforated for water flow. granular backfill. (by wet sieving) (non-plastic fines) c Slotted pipe to have 1/8-in. max. width slots. 5. Wall system to be designed by a professional engineer. An alternative to drainage sand and gravel is a d Surround Subdrain Pipe with a minimum of 6 inches of 50-50 mixture of washed pea gravel and washed washed 3/8" pea gravel. sand (Mineral Aggregate Type 6). 2. Washed 3/8" Pea Gravel to Meet City of Seattle NOTES Seattle Landslide Study Mineral Aggregate Type 9. 1. This figure is not for construction. It should only be Seattle Public Utilities 3. Granular backfill to consist of suitable on-site soil or used for information pertaining to potential design Seattle, Washington imported, clean, well-graded sand and gravel or concepts. Final design should be based on crushed rock; material must meet the following site-specific conditions and accomplished by a gradation criteria (City of Seattle Mineral Aggregate geotechnical engineer licensed as a professional engineer. TYPICAL GEOTEXTILE FIG. 2-15 Type No. 17); SOIL WALL SECTION Sieve Size % Passing by Weight 2. Compact backfill in 6-in. maximum loose lifts to at least 95% of Modified Proctor maximum dry density 3-inch 95-100 (ASTM D-1557). Backfill, drainage sand and gravel, October 1999 W-7992-01 1/4-inch 25 -75 and geotextile placement should be built up together. No. 200 0 to 5 SHANNON & WILSON, INC. (by wet sieving) (non-plastic fines) Geotechnical and Environmental Consultants FIG. 2-15.

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