HomeMy WebLinkAboutSDP201800003 Plan - Revision 2020-08-18STONE RETE
WALL f
HANSI
`ROAD IMPROVEMENTS TO REMAIN
WTIIN `A' ACCESS EASEMENT
SITE PLAN - PARTIAL
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ASSUMPTIONS:
BEARING PRESSURE = 2000psf (PER GEOTECH)
SOIL WEIGHT = 135pcf
SOIL FRICTION ANGLE = 360
- 45'
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MAX RETAINED HEIGHT
66". OBSERVED IN FIELD
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RETAINING WALL AS BUILT
NTS
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pg. 1 of 1 "`"`°`°" Stone retaining wal
along Hansen roac
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