Laserfiche WebLink
? Iv J J <br />,\’i > <br />l?|l^ljgfst , .1) ,a;i; r 5., ,•..: <br />Rn/M.M.\’G WAIJ SYSTEMS <br />^ GRAYiiymiscHmc 4 <br />J <br />SETBACK/BATTER <br />KEYSTONE UNITS. <br />WALL HEIGHT <br />FINISHEU GRADE <br />/ of Z <br />BACKSLOPE OR SURCHARGE <br />mmm‘ <br />••/.••/.••A*/.*/.'/.*. <br />f- .-Iv-« —I* • y <br />rr!TlS!5^ <br />EMBEDMENT <br />>- 'V. . -J <br />LOW PERMEABILITY SOIL <br />(RETAINED SOIL ZONE j <br />UNFTCORERLL <br />UMIT OF EXCAVATION <br />LEVELING PAD 7 DRAINAGE COLLECTION PIPE (IF REQUIRED) <br />V <br />< <br />NOTES: <br />> <br />> <br />> <br />> <br />>/'; ••■•'>. <br />5 i ,}HS-^; : 7 <br />:• <br />Wail Height (H) is the total height from top to bottom. <br />Minimum wall embedment is 6' (150mm) or Height/20. <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 iDackfill materials are compacted to 95% max. density. <br />Rnished grade must provide positive drainage. <br />TTie syrnbol indicates location ard length of geogrid as measured from the connection ^ <br />K • J <br />f • : /V.‘ \( <br />pins to the end of the geogrid. <br />* <br />l <br />i <br />Ri <br />Sf«m.»«. • M M« If ei# <br />aOBMify M luT* <br />Sa^mUSrTSrSKVMMi^ <br />Ml M If a «mIM en^w. <br />0 t«T OVITOK ItfTAMMO wall fVSTlMl MC