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GENERAL NOTES: <br /> 1. 2000psf SOIL BEARING AS PER GEOTECHNICAL REPORT. <br /> 2. 1 H:4V MINIMUM BATTER <br /> H3. ROCKS SHALL BE 3' MIN. DIMENTION ROCKS. <br /> CARRhhbn 4. USING CHINKING ROCKS TO SUPPORT PRIMARY ROCKS <br /> I' L- C I I N I C A L SLKVICLSWHERE REQUIRED AS PER BEST PRACTICE. <br /> ENGINEERING DETAILS <br /> DRAWN BY: CASH M. CARR <br /> DATE: 11 /22/2021 <br /> PAGE NUMBER: 2 <br /> 0 1 2' 3' 4' 5' <br /> GRADE <br /> SCALE: 1 " = 1 ' <br /> -- - <br /> 0,A4/N. Roc l l <br /> KS / <br /> / <br /> 1 .0' H / <br /> , <br /> pp J / <br /> J <br /> Q <br /> 7. <br /> , <br /> / , <br /> , <br /> 0, <br /> , <br /> GRADE <br /> , <br /> , <br /> , <br /> , <br /> cl1 <br /> 4" PERFEREATED DRAIN PIPE <br /> A'L C' <br /> q+ ` City of Everett <br /> 0574 EVERETT Reviewed for Permit 01/19/2022 <br /> G1 <br /> S, 10 A <br />