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• <br /> • <br /> 414 <br /> 6" MIN. <br /> SILL PLATE AND ANCHOR BOLTS PER <br /> SHEARWALL SCHEDULE. MIN 46'0ANCHOR <br /> • <br /> (2)H-BARS AT TOP <br /> i-111— ' o <br /> —I11-1-1 n <br /> • <br /> te <br /> V-BARS 4 ° � I RETAINING WALL NOTES <br /> • 2012 INTERNATIONAL BUILDING CODE. �i c7, <br /> • <br /> .. _ . ... <br /> 35 PCF EQUIV. FLUID PRESSURE <br /> 100 SURCHARGE OVER TOE- �. -� � ��•�0'1,1,0 �• <br /> . - - - Ic =..2500 PSI : C) _lY,�%p <br /> Fy 40 KSIAND'SMALLER) N a,o'R <br /> • . . .. H-BARS = (#4 p4 M <br /> e Fy= 60KSI (#5 ANDLARGER)PSF cc`,),> <br /> SOIL BEARING-= 1500 PSF � N � <br /> H ' BACKFILL W/POROUS MATERIAL - d' <br /> . - .. MATCHING DOWEL EACH - <br /> -_ - - - VERT.`LAP 42 BAR ..t:.;. <br /> DIAMETERS MIN... . - .. <br /> ° <br /> - - - - - - 4"0 PERE.PLASTIC PIPE • .. .. <br /> . - - - CENTERED IN 1 CUBIC FOOT <br /> WASHED PEA GRAVEL AND - - W <br /> . - - DRAINED TO DAYUGHT OR U <br /> APPROVED OUTFALL .. <br /> 4 : - AB ON GRADE REQUIRED W. OQ <br /> . - - - FOR WB HEIGHTS GREATER <br /> THAN -FEET. a i Q <br /> Cn <br /> . . T-BARS o°� bpp W <br /> ,g��$°O'�Yp CL'Q <br /> CL <br /> I(lIIIII : <br /> D - COC <br /> • a <br /> 1 O <br /> ,: a <br /> II <br /> • <br /> 3 CL-I <br /> CANTILEVER RETAINING WALL SCHEDULE. 100 PSE SURCHARGE <br /> NOTES: 1. BACKFILL PRIOR TO MAKING ANY PERMANENT FLOOR CONNECTIONS <br /> 2. BOTTOM SLAB MUST BE IN PLACE PRIOR TO BACKFILLING Drawn'By: CCC <br /> Checked 18y: CCG.', <br /> H A BCD V—BARS H-BARS T—BARS DQie;12-15-14. .' <br /> 0'-4' 9" 8" SD7 42A JOB 1� <br /> 7" 10" #411D'I S'o/c #4®10"o/c #4�i 2"o/c .. - <br /> 3'-5' 4" 8" 15" 10" #4©18"o/c #4010"o/c #4012"o/c <br /> STRUCTURAL <br /> S 8.0 <br /> 5•-7' 7. : 8" 21" 10" #4012"o/c #40.10.0/c #4012"o/c " DETAILS <br />