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Lql I <br />28 <br />27 <br />26 <br />25 <br />24 <br />23 <br />35 <br />30 <br />25 <br />20 <br />15 <br />10 <br />P......"LSR" 115-F07.00, 52.00" Lt <br />18" STORM DRAIN INLET cO <br />GRATE EIev=25..50, <br />2:1 <br />a , 2" CONCRETE <br />FES <br />1' THICKNESS, Typ--;- <br />-- "LSR" 58:3--Lt-- <br />_ Inv=20.00 - <br />..... <br />OG T­ I <br />ROCK SLOPE <br />CTION FABRIC <br />EXISTING - - ------- <br />CHANNEL FL - _x ...... m ... ....... _...�._. GRADE TO::.,. _........... <br />RSP 1:1, <br />_ TYP <br />ti. h <br />��--�.10 X3' _._RSP PAD------ <br />EIev=20.00 -... <br />ROCK SLOPE <br />PROTECTION <br />(BACKING No. 2, <br />METHOD B) <br />FG <br />................... <br />In*=23.93 <br />12" DUCTILE IRON -J PIPE, 104 LF 0 <br />2 STORM DRAIN SYSTEM 02 <br />"LSR" 115+00 <br />HORIZ 1:20 <br />VERT 1 :2 <br />11 3' 4SH <br />.......... Bf� <br />"LSR"I LINE <br />PROFILE <br />"LSR" 1 15+07.00, 52.00' Rt <br />1.8." STORM '. DRAIN _ INLET <br />GRATE Elev=25.64 <br />.......... ........................ 1..2p.: RCP (CI 5).�............_........._.. <br />31 ' LF O <br />c <br />.................................................................. <br />3' 11' <br />SOH/ <br />—28 <br />28 <br />—27 <br />27 <br />—26 <br />26 <br />—25 <br />25 <br />— 24 <br />24 <br />—23 <br />23 <br />-RSP, _ 1. <br />THICKNE S, Typ <br />- "LSO" 49.9' Rt E <br />-Tnv "A20.-50-- <br />�OG <br />ROCK 'SLOPE <br />PROTECTION FABR <br />.._ <br />_ .. <br />F •• <br />'� � LSR 62+64.50 <br />-...�......... <br />� <br />� <br />r <br />6"...RCP I <br />,r F <br />1 OG.2 LF <br />r <br />t <br />Fj "LSR" 62+58.50 <br />0 <br />36" RCP (CI 3), <br />LO <br />1714 <br />- 10'x2' RSP PAD <br />EIev=20.50 <br />-ROCK SLOPE <br />PROTECTION <br />(BACKING No. 2, <br />METHOD B) <br />`— Inv=23.54 <br />12" CONCRETE FES <br />30 <br />OU <br />20 <br />15 <br />Inv=23. <br />.0035 <br />12" DUCTILE ''IRON <br />PIPE, 102 LF <br />Inv=24.14 <br />STORM DRAIN SYSTEM 03 <br />"LSR" 116+60 <br />Horiz 1:20 <br />Vert 1:2 <br />...... . . .... <br />3 Oa 12" CONCRETE FES - <br />Inv: =23.98 <br />v <br />FG <br />O12" DUCTILE IRO <br />PIPE, 43 L <br />O.Q035 0.0035 <br />i....1.2" _RCP <br />Ind=24.26 30 LF <br />Inv=24.39 <br />O 12"; CONCRETE FES <br />3 <br />LEVEL 12" CONCRETE FES O <br />Inv=23.98 <br />STORM DRAIN SYSTEM 04 <br />"A" 13+88 <br />Horiz 1:10 <br />Vert 1 :5 <br />28 <br />27 <br />26 <br />25 <br />24 <br />23 <br />►�� <br />mom <br />a <br />PLAN <br />NOTE: <br />o <br />FOR SHALLOW TRENCH BACKFILL DETAIL, <br />9 <br />SEE DETAIL 2 ON SHEET SD-2 <br />SD=l <br />M <br />1 STORM DRAIN SYSTEM 01 <br />Q <br />N <br />_ <br />"LSR" 62+60 <br />Horiz 1:10 <br />Vert 1:10PALF19cm <br />'• <br />DEPARTMENT OF PUBLIC WORKS <br />Yoshim ra : �n <br />J <br />2329 Gateway Oaks Drive <br />No. C 77483 <br />� Expp__ 0/15 <br />SAN JOA UIN COUNTY CALIFORNIA <br />Q <br />s <br />SACRAMENTO, CALIFORNIA 95833 <br />Te%.• 916-567-2500 <br />�•* <br />* ''••• CIVIL ••.•' <br />1 <br />Fax 916-925-J517 <br />/,4n.'' • • •''' <br />i <br />G <br />DRAWN BY <br />DATE <br />6/14 <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />�� <br />COUNTY OF SAN JOAQUIN <br />SCALE: AS SHOWN <br />STORM DRAIN DETAILS <br />LOWER SACRAMENTO ROAD IMPROVEMENTS <br />SHEET <br />NO. <br />TOTAL <br />SHEETS <br />A. MacGREGOR <br />R. TORADO <br />6/14 <br />R. YOSHIMURA <br />6/14 <br />C. K. HOLT <br />6/14 <br />ON ORIGINAL SCALE DIMENSIONS IF THIS DOESINNOTDJUST SCALESATLED <br />EIGHT <br />MILE <br />ROAD <br />TO SOUTH <br />OF <br />HARNEY <br />CURVE <br />39 <br />87 <br />