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Mar 08 01 09: 16a John Dahlm�ier 612-472-4761 p, z <br /> MANUFACTURER TD ❑TES <br /> �f DESIGN FaR S.W. SEE ARCH DRAWINGS <br /> 1/z ANCHOR BCILT & T�PPTNG D.L. + F�R RELATED DETAILS <br /> @ 72" �, C. LL= �0 PSF OR 20�0� THESE DETAILS APPLY <br /> FRAME C�NCENTRATED LDAD T❑ THIS DOCUMENT. <br /> �/ALL 8" PLANK �/ 4" 7�PPING PC PLANK TO BE IN PLACE <br /> 6° S7EM WALL & DOWELED AND GROUTED <br /> 4" BRIGK { BEF�RE BACKFILLING WALL <br /> LEDGE f MATERIAL <br /> SLOPE GRADE f MEMBRANE CpNCRETE� 3000 PSI � 28 DAYS <br /> DRIVE � MAS�NRY f'r� � 1500 PSI <br /> _�y_�! __� � GR[3UT� 3000 PSI e 28 DAYS <br /> -� �� i_��� — R E I NFORCI NG� GRADE 60 <br /> �� �= AGGREGATE� FTG - 1 1/2" <br /> 4" BRG MIN WALL - 3/4" <br /> #4 X 1'-4" DaWELS � 16" ❑,C. <br /> #4 x 2'-0" ALL SIDES I]F SPi]RT C�URT <br /> DaWELS Q DRIL�ED a GROUTED SCI�ID BY <br /> � 4'-0" O.C. PRECASTER <br /> MEMBRANE 3" CLEAR FROM BAR <br /> CENTERLINE T❑ FACE �F BL�CK <br /> . � 16" BL�CK */ <br /> ' . ' � � � �7Q16" O.C. OR <br /> � � � � �5 Q 8" O�G VERTICAL � <br /> . . � <br /> � <br /> SAND FILL <br /> EFFECTIVE #4 x 3'-0" e 16" �, C. <br /> SOIL PRESSURE <br /> =35 PCF/FT <br /> 4�� CDN. SLAB �N GRADE ti HEREBY CERTIFY THAT TH15 PLAN, <br /> �/ WW�, SPECIFICATION, OR REPORT <br /> WA5 PREPARED BY fAE OR UNDER <br /> MY DfRECT SUPERYV90N AHO <br /> PLACE C3) # .5 x�--x e • x x D— THAT I AM A DULY RECISTERED <br /> BARS IN FC]OTING d PROFESSIONAL ENGINEER UN6ER <br /> y SAND CU Q THE L M�OF THE OA� OF <br /> aa . . . . . . . .. . <br /> '� ' 2'-�'��� WIDE \ � � � <br /> x 12 DEEP J ALL WALLS .� REGISTRATVON NU1v18ER <br /> DRAIN TILE STRIP FTG, � 9212 <br /> SP�RT CDURT WALL SECTIC]N oATE 3io�ioi <br /> CO4NISSpN ND. �J. H. Dahlmeier <br /> ALTMAN ADAMS RESIDENCE p1065 <br /> 4245 CHIPPEWA LANE °`�"�"JHD Engineering Inc. S _ 1 <br /> M A P L E P L A I N, M N 5 5 3 S 9 p{ECKE9 HY 2484 Commarco Boulevard 952-+�72-4746 ��07/O1 <br /> foT" BRUCE BREN H❑MES JHD Mound, MN bb364 Fax 952-472-4762 <br />