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NOTES: o <br /> 1 . THIS PLAN ACCURATE FOR DRAINAGE ONLY. p <br /> 2. ALL ROCK SLOPE PROTECTION IS RSP ,00h <br /> (BACKING No. 3, METHOD B). SEE DRAINAGE <br /> DETAILS FOR ROCK SLOPE PROTECTION. <br /> I <br /> ob <br /> \ \ <br /> ex \ \ <br /> DO\ DITCH „C,> \ Q <br /> ` <br /> <000' . 10 <br /> \ <br /> 1000 k ' <br /> \\ O DITCH "E» <br /> ��A <br /> DITCH "B" -/ <br /> 0 <br /> O <br /> \ ` DITCH "C" LOW POINTS <br /> 68.87' Lt "F" 548+50.00 <br /> 0FES 9 � . <br /> j b e FES \ <br /> 24" RCP \ <br /> c FES \ <br /> d RSP 10 4" RCP <br /> I b <br /> 4" RCP \ \ <br /> bNo <br /> 0 <br /> EROSION CONTROL F <br /> PIPE DISCHARGE PER a \ \ � ,� �/ S QROfESS1Opq� <br /> SAN JOAQUIN COUNTY O RSP \ PSG S J/ �o Fy <br /> STANDARD PLAN D-22 h <br /> \ REGISTERED CIVIL ENGINEER � ICHAEL A. SANCHEZ c?� <br /> DITCH "B" LOW POINT 5/20/2005 <br /> 72.24' Rt "F" 548+50.00 No. C602-0 <br /> PLANS APPROVAL DATE � EXP. 06-30-06 <br /> Quincy Engineering, Inc. �fq CIVIL <br /> Q3247 Ramos Circle lF OF Cp1>F�� <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATELOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL <br /> M. SANCHEZ 4/30/05 , COUNTY OF SAN JOAQUIN SCALE: 1 "=40' DRAINAGE PLAN D-4 N0. SHEETS <br /> N. CLARK 5/18/05 MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 �ltG( J146 s ��� HARNEY CURVE PROJECT 41 96 <br /> FILE NAME DRAWER SHEET NO. 1 ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL o 1 2 3 <br /> a4 SCALE IS IN INCHES I I I sl66rdn.dwg, Thu, 19 May 2005 — 8:10pm, mikek <br />