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Mall (ver 3.22 April 20O2) Page 1 <br />LN 00310349 <br />Licensed to: Rockwood Retaining Walls Inc <br />325 Alliance Place, NE <br />Rochester, MN 55906 <br />License Number. U0310349 <br />Proiect lden0cation <br />Project Name: Sigel Residence <br />Section: Wall 1 (STA 0+25.00) <br />Data Sheet: <br />Owner. Steve Sigel <br />Client: Steve Sigel <br />Prepared by: MSE <br />Date: March 202007 <br />Time: 06:42:33 PM <br />Data file: j:l_ mselprelimslglen nevalal2007 prelims107-0223, Steve sigelldesignlsnvelgsigel residence wall 1 (sta 0+25.00).dat <br />Project Notes• <br />Geometry based upon survey by Hedlund, revised by MSE. <br />Toe ofStructure- Geosynthetic•Reinforced Segmental Retaining Wall <br />Desion Meth0dolo0v NCMA Method A <br />Seismic Analysis Details. <br />Peak Ground Acceleration (PGA) ratio 0.00 <br />Wall Geometry• <br />Design Wall Height (ft) <br />11.0 <br />Embedment Wall Height (it) <br />1.25 <br />Exposed Design Wall Height (ft) <br />9.75 <br />Vertical Wall Height including Cap Unit (it) <br />11.25 <br />Exposed Wall Height including Cap Unit (ft) <br />10.0 <br />Minimum Levelling Pad Thickness (ft) <br />0.5 <br />N umber of Segmental Wall Units 22 <br />Hinge Height (in plane of wall) (ft) N/A <br />Wall Inclination (degrees) 10.6 <br />Front Slope (degrees) horizontal <br />Back Slope (degrees) horizontal <br />