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� MATERIALS N�TES <br /> CONCRETE� 3000 PSI 2 28 DAYS 1, THIS DETAIL IS FOR ESTIMATION <br /> AGGREGATE� FTG — il/2" MAX PURPOSES ONLY & DOES NDT <br /> WALLS — 3/4" MAX C�NSTITUTE A DESIGN, <br /> REINFORCING: ASTM A615 GRADE 40 FDR �4 BARS 2' NOTE THAT ADDITIONAL HDRIZ. STEEL <br /> ASTM A615 GRADE 60 FDR �5 8 GREATER BARS & BUTTRESSES PERPENDICULAR TO A <br /> BACK 100% GRANULAR — GRDUP I WALL MAY BE REQUIRED FOR WALLS <br /> FILL; EQUIVALENT FLUID PRESSURE WITH CLAY BACKFILL. <br /> CYeq ) = 35 PCF WALL VERT REINF, <br /> SANDY/CLAY — GROUP II THICK REINFORCING BACKFILL <br /> EQUIVALENT FLUID PRESSURE 10 IN � #6 e 48" �.C, SAND <br /> C 7eq ) = 45 PCF <br /> 12 IN N❑NE SAND <br /> HEAVYCLAY — GRDUP III 10 IN #6 e 36" D.C. SANDY/CLAY <br /> EQUIVALENT FLUID PRESSURE <br /> (Y�q )= 65 PCF 12 IN NONE SANDY/CLAY <br /> GROUP BASED ON CODE, SEE S-5 10 IN �6 e 24" D.C. CLAY <br /> 12 IN #6 2 36" O.C, CLAY <br /> �NO VERTICAL REINFORCING IS REQUIRED <br /> FOR 4000 PSI OR STRONGER C�NCRETE, <br /> � <br /> SLOPE �� <br /> GRADE AWAY <br /> FROM FDN. <br /> 00 ° <br /> ���=lli— <br /> �I I,;,I I 1=I e <br /> SEE TAB E <br /> C5) �4 HORIZ� e RE NF TG <br /> BARS <br /> � <br /> x <br /> e �j(` � <br /> �, �' � <br /> a 2"CLR -o <br /> r, <br /> �4 x 2'—0" <br /> DOWELS 2 <br /> 24" O,C, FLDOR <br /> �SLAB <br /> e <br /> DRAIN , � o <br /> TILE a � <br /> � o a <br /> 8" x 18" FTG, <br /> CMIN> <br /> WALL SECTI�N <br /> LUNDGREN BROTHERS C�NSTRUCTION �°ozooi ULTEIG lo FT <br /> 545 INDIAN M�UND EAST ENGINEERS INC ESTIMATE <br /> ow,wN ar � uc rErc �„� <br /> W A Y Z A T A, M N S S 3 91 JH 5201 East R�ver Road Su�te 30 S - 10 <br /> P h o n e� C 9 S 2> 4 7 3-0 9 9 3 CHECKED BY M�nneapolls, MN 55421 <br /> JHD Phone 952-472-4746 Fax 952-472-476 O1/O1/02 <br />