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Const <br />R/W 7' Limits of Clearing and Grubbing <br />18' 15' <br />1' Below Existing <br />EP 0.25' FExisting I Surface <br />Headwall 6 Match Overlay Surface i Match <br />(Typ) Existing Existin, <br />Flat 0.30' HMA <br />----------- <br />LIi� <br />Controlled Low—Strength Material (Slurry 1' <br />18" DIA CMP Native Cement Backfill) (Varied Depth) to 0.30' <br />Material below existing surface <br />� m <br />c � <br />CROSS DRAIN SYSTEM DETAIL <br />N Note: CMP to be Corrugated Steel Galvanized Pipe <br />N 0.079" thick. <br />Z o <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />R/W <br />E P 4' <br />Grade existing ditch <br />to match flow line <br />(TYP) <br />Flat <br />6" Sand Bedding over <br />compacted native material <br />RECORD DRAWING <br />Corrections By <br />No Changes <br />Date <br />Any Person Using This Drawing Should Verify <br />All Information By lnspecting The Site Of Work <br />18" DIA CMP <br />Face of Drainage <br />Structure. <br />2" <br />END OF <br />PIPE DETAIL <br />LOCUST TREE ROAD RESURFACING I Sheet No. <br />(Harney Lane to State Highway Route 12) 5 of 7 <br />i <br />A10 <br />13'-6" <br />D - <br />2'-3" ---?A <br />0 <br />18" DIA CMP <br />18" <br />DIA CMP <br />Ditch <br />a o <br />CL <br />D <br />1' r 1:., 1 t r '# . l i` <br />; I �. i..: 1 I r <br />Flowline <br />00, <br />See End <br />6 I I 1'•. + I ..+ 1 I I I`. 2 <br />of <br />Pipe Detail <br />#4 Rebar 12" C—C <br />1,_2„ <br />HEADWALL DETAIL <br />Note: Concrete to be 3000 PSI. <br />SECTION A—A <br />Exposed corners should be chamfered 3/4". <br />0 <br />m <br />J <br />r <br />M <br />m <br />Z <br />0 <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />CROSS <br />DRAIN <br />DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />R/W <br />E P 4' <br />Grade existing ditch <br />to match flow line <br />(TYP) <br />Flat <br />6" Sand Bedding over <br />compacted native material <br />RECORD DRAWING <br />Corrections By <br />No Changes <br />Date <br />Any Person Using This Drawing Should Verify <br />All Information By lnspecting The Site Of Work <br />18" DIA CMP <br />Face of Drainage <br />Structure. <br />2" <br />END OF <br />PIPE DETAIL <br />LOCUST TREE ROAD RESURFACING I Sheet No. <br />(Harney Lane to State Highway Route 12) 5 of 7 <br />