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0.16, 0.125' TYP. <br />_ I _ <br />1/4°/FT- SLOPE MAXIMUM <br />_l- <br />T.Ff-- 7Tt= II 11I <br />--��lI I -III III1 II I III '.III1 i II I II1I I�.1I1-T��n-n���� _ . _-r,• rR - _._ _ __ .- -• � l� I I �I 1111 II 111.1 111- I ( I I1-1 I I I I I I � I I III III_ I I- <br />ll 111 1L I I-11 III I' II 7`,��1 �-_ � JI 1�1 -ill IIILI III � 111 .I <br />TrT-� rr TrT m n� 1 it <br />1 I L 11- ll1=11 I J t I =il III l I I=1 I `�LI I 111 11 h I I =1 ll lll -W 1LI -I 1 -Il' <br />1�--111-1LI=Ll-1LI =llI � ' =I <br />i III -I I �I I I_ I I I I I III I I' .III III1 I I N I III III �J III -III III III=1 I' I I- I I I III- <br />II- <br />111 <br />�\ 2" SAND BEDDING <br />`- 4" REINFORCED CONCRETE <br />4.5 SACKS/ C.Y. 2500 P.S.I., 28 DAY <br />WITH #3 BARS @ 18" O.C.E.W. OR <br />#4 @ 24" O.C.E.W. <br />TYP. CROSS-SECTION OF SIDEWALK <br />SCALE: I" = I' <br />0 <br />w <br />