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, 05/2212000 15:2�, 6514892400 PROGR.ESSIVE CONCRETE PAGE 01 <br /> N�TES MATERIALS <br /> 1. MAXIMqJM WALL LENG�FI WITFIDUT A CONCRET�: 3000 PSI ! 2A DAYS <br /> C�NTR� J�INT IS 50'. AGGREGATE� FTG — i�" MAX <br /> 2. PR�Z 1'0 BAf�tFII.LING, F�ATIR�1 1✓ALL - 3y4�� MAX <br /> VALLS MUST BE LATERA�LY SUPPGRTTED <br /> BY FL�t CD�STRUCTI�! At BOTH REINFQRCING� <br /> T� ANp BOTTDI OR BY A�QUATE ASTM A6Z5 GRADE i0 / fiQ <br /> TEMPORARY BRACING. <br /> 3� F�l�lDATIGN DRAIN T�E MUST COFfPL.Y BACKFILL� SEE SHEET S-1 ! S-P <br /> V/ UBS' APPEMDIX t824.3 i 1824.4 <br /> OR APP'D E�UAL <br /> FRAMING <br /> BY OTHERS <br /> i/z"�D x 12" NUT b 2 x 6 TREATED <br /> WASHER 72" O.C. �R ti„►L7pD PLATE W/ <br /> SZNPSON MA6 AN�H�R MIN t2) A,B� WITH <br /> AT 72" D.C. — CENE WITHIN 12" <br /> SL�PE EAGH END. <br /> GRADE AWAY $�� — <br /> FRDM FDN. ,�� <br /> �SLAB ON <br /> ' � tl) �4 GRADE <br /> #4 x 2'-0" D�WEL HORYZ, <br /> L 6'-0" D.C. 8" OR C6"UP TO <br /> �R 2 FLODRS � R0�') zi <br /> , � � <br /> t!2 t/2 <br /> _ ------�. <br /> � � <br /> �� `. . <br /> ." . <br /> �—��� . � o <br /> , . <br /> DRAIN <br /> TILE <br /> 8" x 16" FTG CMIN) <br /> FTG SIZE BASED �N <br /> S[]IL C�NDITTONS e <br /> EA. SITE BY OTHERS <br /> WALL SECTIIJ�I <br /> PRCIGRESSIVE �NCRETE & 98100 J. H. Dahlmeier <br /> MAS�NRY, INC. �„�, Engineer�g Inc. S - 3B <br /> 345 ATWATER ST. JHD <br /> ST. PAUL, MN SSl,P7 +��B+' �'� CO��°!CO Bo�OY°� �����'� ii/30/98 <br /> P�� c � s 8 Monad, b[N 668B! Fa� 61Y-�?4-�761 <br />