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EXISTING <br />GROUND <br />10' <br />CLEAR ZONE <br />42' <br />12' <br />.ii 11 11 ii 1 <br />BLVD. <br />B6I8 <br />C &G <br />T.E. <br />6" TOPSOIL. SEED - <br />OR SOD (TYP.) <br />4' <br />SHLD. <br />VARIES <br />PROFILE <br />GRADE WB <br />0.04 T \ 0.02 <br />SEE DETAIL A <br />- INSET B <br />INP R/W <br />10' <br />TRAIL <br />0.02 <br />10' <br />BLVD. <br />- INSET EA, TOPSOIL. SEED - <br />OR SOD (TYP.) <br />MSAS 121 WB <br />12' t 14' - 8.13' <br />THRU <br />THRU <br />0.02 <br />34.5' <br />12' <br />THRU <br />PROFILE <br />GRADE <br />E O 02 0.02 <br />SEE DETAIL B <br />-INSET C <br />SEE DETAIL C <br />5.6' -28' <br />MEDIAN <br />6618 C &G <br />-INSET G <br />56' <br />c_ PUMA STREET <br />0.02 <br />12' <br />THRU <br />SEE DETAIL C - <br />PUMA STREET STA. 30+00 TO STA. 57+73 <br />0' - 14' <br />LTL <br />O <br />0.02 <br />MSAS 121 WB STA. 499+33 TO STA. 505 +85.66 <br />1.11 =11 <br />1:4 <br />- 6" TOPSOIL. SEED <br />OR SOD (TYP.) <br />12' <br />THRU <br />NB PROFILE <br />GRADE 12'LT. <br />0.02 <br />- INSET A <br />- 1' SUBGRADE EXCAVATION. <br />BACKFILL WITH SELECT GRANULAR <br />38.5' <br />SHLD <br />EXISTING <br />GROUND <br />MSAS 121 EB <br />6' - 14 <br />/RTL <br />0.02 <br />SEE DETAIL C .-1. <br />INP R/W <br />I <br />6 <br />0.02 <br />