KEYSTONE HARDSCAPES WALL DESIGN/ESTIMATING Valera Pro Series Retaining Wall Units
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1 KEYSTONE HARDSCAPES WALL DESIGN/ESTIMATING Valera Pro Series Retaining Wall Units Tri-Plane Face Unit Straight Face Unit Deco Face Unit Note: Product availability, face finish, and dimensions vary by manufacturer. Please contact local Keystone product representative for availability. The suitability and/or manner of use of any details contained in this document is the sole responsibility of the user. Final project specific designs shall by prepared by a licensed professional engineer West 78th St, Minneapolis, MN 5527 ed By: 2/20/7 DESIGN CHARTS none Cover
2 KEYSTONE HARDSCAPES GRAVITY WALL DESIGN/ESTIMATING CHART VALERA PRO SERIES Cap 20" Slope Max 8" 4.0 Drain Fill Retained Leveling Pad TYPICAL GRAVITY WALL SECTION Batter BACKSLOPE SOIL TYPE Level 4H:V 3H:V 2H:V Sand/Gravel 5.33' 4.67' 4.67' 3.33' (ɸ=3 & Ɣ=20 PCF) Silty Sand 4.67' 4.00' 3.33' 2.67' (ɸ=30 & Ɣ=20 PCF) Silt/Lean Clay 4.00' 3.33' 2.67'.33' (ɸ=26 & Ɣ=20 PCF) MAXIMUM TOTAL HEIGHT GRAVITY WALL HEIGHT LIMITS Valera Pro Wall Units NOTES: Wall design height is total top to bottom height excluding caps. Minimum wall embedment is 6 inches for reasonably level toe slope condition. Leveling pad is 6" thick crushed stone base. Analysis based on Coulomb earth pressure analysis per NCMA Manual, 3rd Ed. Assumed soil design properties shown in chart. No additional surcharges considered in design charts other than slopes listed. All backfill material to be compacted to 95% Standard Proctor Density. See wall construction manual and specifications for all details pertaining to wall design, drainage, and installation. professional engineer. ed By: 2/20/7 DESIGN CHARTS none of 5
3 KEYSTONE HARDSCAPES REINFORCED WALL DESIGN/ESTIMATING CHARTS VALERA PRO SERIES Cap 20" Slope 4.0 Geogrid Soil 8" Drain Fill Leveling Pad TYPICAL REINFORCED WALL SECTION Batter NOTES: Wall design height is total top to bottom height excluding caps. Minimum wall embedment is 6 inches or 0% for reasonably level toe slope condition. Leveling pad is 6" thick crushed stone base. Analysis based on Coulomb earth pressure analysis per NCMA Manual, 3rd Ed. Assumed soil design properties shown in reinforcement charts. Soil properties assumed the same for reinforced, retained, and foundation zones. No surcharge (landscaping), 00 psf live load, and 3H:V backslope conditions considered. Geogrid soil reinforcement long term design strength, LTDS = 800 plf minimum. lengths provided are the full length of reinforcement in principal strength direction placed perpendicular to wall face. All backfill material to be compacted to 95% Standard Proctor Density. See wall construction manual and specifications for all details pertaining to wall design, drainage, and installation. Perform site specific engineering as required for any permit requirements. professional engineer. ed By: 2/20/7 DESIGN CHARTS none 2 of 5
4 Preliminary /Estimating Charts Sand/Gravel Soil - ɸ = 3, Ɣ = 20 pcf KEY Soil Level & Length Min. LTDS = 800 plf Level, No Surcharges CASE I.33' 2.67' 4.00' 5.33' 6.67' Level, 00 psf Surcharge CASE II 3.33' 2.67' 4.00' 5.33' 6.67' CASE III professional engineer West 78th St, Minneapolis, MN ' 2.67' 4.00' 5.33' 6.67' ed By: DESIGN / ESTIMATING CHARTS none 2/20/7 3 of 5
5 Preliminary /Estimating Charts Silty Sand Soil - ɸ = 30, Ɣ = 20 pcf KEY Soil Level & Length Min. LTDS = 800 plf Level, No Surcharges CASE I.33' 2.67' 4.00' 5.33' 6.67' Level, 00 psf Surcharge 6.0 CASE II.33' 2.67' 4.00' 5.33' 6.67' 3 CASE III professional engineer West 78th St, Minneapolis, MN ' 2.67' 4.00' 5.33' 6.67' ed By: DESIGN / ESTIMATING CHARTS none 2/20/7 4 of 5
6 Preliminary /Estimating Charts Silt/Lean Clay Soil - ɸ = 26, Ɣ = 20 pcf KEY Soil Level & Length Min. LTDS = 800 plf Level, No Surcharges CASE I.33' 2.67' 4.00' 5.33' 6.67' Level, 00 psf Surcharge 7.0 CASE II.33' 2.67' 4.00' 5.33' 6.67' 3 0' 0' 0' CASE III professional engineer West 78th St, Minneapolis, MN ' 2.67' 4.00' 5.33' 6.67' ed By: DESIGN / ESTIMATING CHARTS none 2/20/7 5 of 5 0'
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