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SPRINGER LANE , <br /> NOTES: <br /> I <br /> 1 . THIS PLAN ACCURATE FOR DRAINAGE ONLY. <br /> p <br /> cY 2. ALL ROCK SLOPE PROTECTION IS RSP <br /> t (BACKING No. 3, METHOD B). SEE DRAINAGE <br /> 1 20 DETAILS FOR ROCK SLOPE PROTECTION. <br /> RSP aBEGIN DITCH <br /> 17.54' Lt "H" 105+21 . 10 <br /> I I <br /> I <br /> e FES <br /> r I O REMOVE PIPE 86 LF 10" PIPE <br /> t <br /> a 18" RCP <br /> I I <br /> I <br /> I <br /> Igoe <br /> I <br /> I b INLET (TYPE G3) <br /> j GRATE (TYPE 600- 12X) <br /> z c 18" RCP <br /> I r-- <br /> END DITCH "C" m , D <br /> 86 58' Lt "F" 560+07.39 <br /> M <br /> , r <br /> r D <br /> Z d FES <br /> 161 <br /> \I" } T TYPE G3) b . 24" RCP <br /> GRA `TYPE 600- 12X) 16 <br /> REMOVE PLUG AND <br /> C <br /> INLET (TYPE G3) k CONNECT TO EXISTING LOWER SACRAMENTO ROAD <br /> SPATE TYPE 600- 12X . <br /> 24" RCP <br /> N DiTOH ,,C„ d 24" RCP ) - - - - - - <br /> - _ - - <br /> �" <br /> CO <br /> Ln <br /> o #Lo <br /> 24"" "RCP <br /> _ 570 <br /> MANHOLE g w .... I MANHOLE <br /> fit 24" RCP 565 '`F„ LINE <br /> z 5.60 <br /> 2 <br /> _12 e INLET (TYPE .,G3) o h <br /> GRATE (TYPE 600=9)_ 24" P e, REMOVE 50 LF 18" PIPE 14 , <br /> REMOVE 20 LF 12" PIPE " <br /> ,� - - <br /> DITCH "D" a RCP <br /> -7-T <br /> INLET, (TYPE G3) <br /> C <br /> - <br /> O _ <br /> GRATE (TYPE 600- 12X) ,,,- <br /> b INLET (TYPE G3) <br /> C (n <br /> 24" RCP b GRATE (TYPE 600- 12X) 14 I <br /> C, REMOVE 20 LF 12" PIPE I z <br /> -. 13 I (INCLUDING TWO CONCRETE HEADWALLS) 1 <br /> d REMOVE 30 LF 12" PIPE d ; _✓ <br /> SND DITCH "D" � �, - <br /> 83.77' Rt "F" 560'.+ R%3f ESS/0 <br /> 11 .21 17 a 18" RCP REGISTERED CIVIL ENGINEER <br /> w ICHAEL A. SANCHQ m <br /> 5/20/2005 No. C60254 <br /> MATCHLINE "H" 1 11 +65 PLANS APPROVAL DATE Exp. 06-30-06 <br /> SEE 1 REVISED PER ADDENDUM N o . D 17 Quincy Engineering, Inc. ��4 CIVIL <br /> Q 3247 Ramos Circle lF OF C <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE �+ LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> M. SANCHEZ 4/30/05 COUNTY OF SAN JOAQUIN SCALE: 1 "=40' DRAINAGE PLAN D-6 N0. SHEETS <br /> N. CLARK 5/18/05 MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 HARNEY CURVE PROJECT 43A 96 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3 <br /> 3 3n SCALE IS IN INCHES I I I sl66rdn.dwg, Fri, 17 Jun 2005 - 3:56pm, mikes <br />