Laserfiche WebLink
R/W <br />Double Pipe Culvert <br />Headwall each end of <br />pipe. See SP D89 for <br />details. <br />Elev.31 .66 <br />Conform \ <br />F.L. 28.00 J <br />EIev.27.50 �— <br />Elev. 6.8 <br />m I' <br />zl <br />D <br />M <br />25' R/W 30' <br />24' 24' <br />EP EP <br />8' 13.5' 7.2' 15.8' <br />Shld. Shld, <br />Conform Exist. Roadway Conform <br />BOX 57. <br />2-30'x107' R.C.P. Pressure Pipes Class IV S=0.004 <br />c <br />0.50' A.C. See Sht#12 for Pipe Trenc <br />0'*�— <br />4 G <br />DETAIL 1 <br />11 <br />32' <br />16' 16' <br />Elev.31.66 <br />�� <br />LT. ELEVATION <br />�.. ':k• 2: may, <br />2: <br />Mo, Mox • �� <br />F.L.28.50 <br />R/W <br />R/W <br />F.L.28.00 <br />�� <br />LT. ELEVATION <br />Sta.24+24 - <br />F.L.28.50 <br />22.5' Rt. corner <br />Place 50' Wire Mesh <br />Fence & connect to <br />Conform at Sta.24+60 <br />RT. ELEVATION 22.5 Rt. Exist. fence <br />U <br />post. <br />existing fence. See <br />to remain in place. <br />D <br />SP A86. <br />M <br />HAM LN. <br />( 0.4 mi. N/0 Eight Mile Rd. ) <br />COUNTY <br />OF SAN <br />JOAQUIN <br />SCALE:= NONE <br />PIPE CULVERT CONST. <br />DETAILS W184 <br />MINOR <br />STRUCTURE IMPROVEMENTS 1993 <br />sheet No. <br />11 <br />Drawn y Date <br />ct Engineer <br />Date <br />Checked <br />Date Submitted <br />7171f,?�93 <br />Date Approval Recommended <br />Date <br />z �� <br />9 z/9� <br />,.- �✓�1, <br />