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MATCH 4XISTING THICKNESS • <br /> I (5' MINIMUM) <br /> FINISH GRADE <br /> EXISTING CONCRE <br /> I SAW CUT r/F/ <br /> 0 <br /> SELECT BACKFILL <br /> I 95 % COMPACTION <br /> CONDUIT(S) <br /> SAND FILL TRENGH DETAIL-CONCRETE PAVING <br /> 3' ALL AROUND (MINIMUM) <br /> ' A.G. PAYING-MATCH SAN CUT (TYP) <br /> EXISTING THICKNE5 (5' MIMIMUM) TACK COAT (TYP) <br /> FINISH GRADE <br /> I_ EXISTING ASPHALT \� 160, <br /> i \ <br /> .o <br /> ZI <br /> EXISTING AGGREGATE BASEI 0 <br /> I AGGREGATE BASE BACKFILL <br /> 95 % COMPACTION <br /> CONDUIT(S) <br /> SAND FILL Q B TRENCH DETAIL-ASPHALT PAVING <br /> I 3 ALL AROUND (MINIMUM) <br /> FINISH GRADE <br /> SELECT BACKFILL <br /> 90 % COMPACTION <br /> I <br /> CONDUIT(S) <br /> SAND FILL A TREN H DETAIL-DIRT AREA <br /> V ALL AROUND (MINIMUM) <br /> C <br /> Professional Services Branch Sheet Title TRENUH DETAIL Date 3131/01 � <br /> Design Services Section Project FUEL TANK REPLACEMENT GH107517 E4 <br /> W a'Sacrum src U�a2 5645 Department ST(j T(JN,GALIF(JRNIA <br /> 310 VIS-4235 Location UALIFORNIA HIGHWAY PATROL of 6 <br />