Laserfiche WebLink
m <br />rn <br />2"G — <br />STA. 3+50-20' RT <br />Const. 18" SDI <br />Install 50 L.F. 12" Dia. Al <br />Elev.: Inlet = 8.20 <br />FL = 4.00 <br />Earthwork (Misc. Areas): <br />grade Swale in existing <br />shoulder. See Detail 8 <br />3 <br />a <br />N <br />I � <br />T, I o a <br />D + H <br />n <br />V m FH TP <br />ix <br />EP <br />— � N <br />Earthwork (Misc. Areas): <br />extend existing ditch <br />to 18" S.D.I. <br />Exist. drain channel <br />i <br />Exist. 12"conc. pipe <br />to be removed. <br />3 <br />0 <br />O <br />I <br />Ln <br />0 <br />N <br />I � <br />Ln <br />O <br />Type D driveway, <br />typical of 6. <br />See Detail 8 STA. 7+00 — 20' Lt. <br />Const. 18" SDI <br />Install 25 L.F. 12" Dia. Pipe. <br />Elev.: Inlet = 7.50 <br />3 FL = 4.00 <br />o � <br />m co <br />a <br />I <br />D Q <br />+ <br />v v D D <br />L 2"G <br />5l� 6, — <br />W A N <br />—x—x—x—x <br />x — x — — <br />i <br />Earthwork (Misc. Areas): <br />grade swale in existing <br />\ shoulder. See Detail 8 <br />STA.2+5535' RT. <br />Const. 18" SDI <br />Install 60 L.F. 12" Dia. Alt. Pipe <br />Inlet = 8.20 <br />FL = 4.80 <br />iv <br />z <br />Q <br />CD <br />N <br />cn <br />m <br />„vv-:� <br />V OD <br />x— x— x— x— x— x— x— <br />Existing Drain Channel <br />STA. 10+50 — 20' Lt <br />Const. 18" SDI <br />Install 25 L.F. 12" Dia. <br />Elev.: Inlet = 6.80 <br />FL = 3.80 <br />3 <br />0 <br />I � <br />O N <br />+ <br />STA. 10+50 — 20URt <br />Const. 18" SDI <br />Install 15 L.F. 12" Dia. Alt. Pipe. <br />Elev.: Inlet = 5.00 <br />FL = 2.50 <br />w O <br />H <br />Z O <br />T <br />J + <br />w <br />= N <br />N <br />U <br />Q o <br />w <br />w <br />� <br />Earthwork (Misc. Areas): � <br />Cn <br />STA. 10+50 — 20URt <br />Const. 18" SDI <br />Install 15 L.F. 12" Dia. Alt. Pipe. <br />Elev.: Inlet = 5.00 <br />FL = 2.50 <br />w O <br />H <br />Z O <br />W <br />J + <br />w <br />= N <br />N <br />U <br />Q o <br />w <br />w <br />� <br />Earthwork (Misc. Areas): � <br />Cn <br />grade Swale in existing 18 <br />shoulder. See Detail !8 <br />EP <br />— EP — <br />Z <br />W <br />STA, 1 0+00 1 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />Tony Refuerzo 6/97 <br />FILE NAME DRAWER SHEET N0. I ACAD <br />e:\tong\projects\thornton\phose5\pion\pp67 <br />2 3 4 5 6 7 8 9 10 11 12 13 <br />DATE SUBMITTED DATE AP ROVED DATE THORTON DRAINAGE PROJECT, PHASE 5 <br />007 � COUNTY OF SAN JOAQUIN SCALE AS SHOWN Plan & Profile Nowell Road (Sta. 0+00 to Sta. 12+00) <br />SHEET <br />TOTAL <br />No. <br />SHEETS <br />6 <br />9 <br />