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VARIES VARIES <br /> HYDROSEED HYDROSEED <br /> U 2 ' 2 ' 11 ' 11 ' 2 ' 2 'ftem <br /> 02 2 1 /2 " SP 12 . 5 02 <br /> E* -.-- . 02 . 02 _ .► _.. <br /> Z 6; � MAX • 6: 1 MAX. <br /> W <br /> 8" RAP BASE 8 " RAP BASE <br /> TIE TO EXIST. GROUND TIE TO EXIST. GROUND <br /> U <br /> EXISTING ASPHALT <br /> E* <br /> d <br /> ALTERNATE " B " <br /> NOTE : <br /> SURFACE : 2 1 /2 " SP 12 . 5 <br /> SHOULDER : MILL 3 " ASPHALT FROM EXISTING ROAD <br /> CONSTRUCT 8 " RAP BASE WITH MILLINGS . EXCESS MILLINGS <br /> AND EMBANKMENT SHALL BE REMOVED BY CONTRACTOR . <br /> SHOULDER SUBGRADE: EXISTING SUBGRADE COMPACTED <br /> TO 98% MAX . DENISITY PER ASHTO T- 180 . <br /> No. RM�on Dab •�•� �' <br /> 18440 M, MW COUMY o4parfinenl of Alb/!c WO/** CR 512 <br /> ra, <br /> 32960 CapJM/ Prvfeeh , w. w <br />