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NOTES: <br />t> <br />> <br />> <br />> <br />* <br />KEYSIDISE <br />j£T AJNl.\G WALLSYSTEJUS <br />^ GRAVliyWAlLSCHEMAIlC <br />I <br />SETBACK/BATTER <br />KEYSTONE UNITS. <br />WALL HEIGHT <br />ilNISHEO GRADE <br />/ofZ <br />BACKSLOPE OR SURCHARGE <br />pW / <br />/ <br />LOW PERMEABILfTY SOIL <br />/ <br />I (RETAINED SOIL ZONE^ <br />■r-P;* <br />*rjS55T <br />EMBEDMENT <br />^Wv;WoV /UNIT CORE FILL <br />LIMIT OF EXCAVATION <br />LEVELING PAD IIX <br />DRAINAGE COLLECTION PIPE (IF REQUIRED) <br />Wall Height (H) is the total height from top to bottom. <br />Minimum wall embedment is 6* (150mm) or Height^O. <br />Subsurface soils must be capable of supporting wall system. <br />Unit core fill is 3/4" (20mm) clean crushed stone. <br />Leveling pad is crushed stone base material. <br />All backfill materials are compacted to 95% max. density. <br />Finished grade must provide positive drainage. <br />pins tottl^LToSgeoS^ location and length of geogrid as measured (torn the connection <br />V'-r' <br />m <br />y >. . <br />Y''-; J•• • <br />• • <br />4/ * * <br />Vv \Y <br />J 3 <br />i <br />€ <br />I <br />.Tir* <br />V t <br />Sf^nm. tx, tnt m r* 0 <br />aa&nu^ffia K««nni ra^ wM •« r« <br />wh^ art lUTMd fnf 0 tv <br />^ tw iM ari • aarrtr uM art M <br />M « r« uatr l»ueu« ang ar JtM <br />•Aal to I, a <br />€ mr Kmroac rtamc wau mm tc