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4 <br /> NOTES: <br /> 1 . THIS PLAN ACCURATE FOR DRAINAGE ONLY. <br /> 2. ALL ROCK SLOPE PROTECTION IS RSP <br /> (BACKING No. 3, METHOD B). SEE DRAINAGE <br /> DETAILS FOR ROCK SLOPE PROTECTION. <br /> I <br /> I I <br /> I <br /> I I <br /> I I <br /> I I I I <br /> I <br /> DITCH ANGLE POINT <br /> 26.68' Lt "F" 533+00.00 <br /> j DITCH „A„ <br /> I <br /> I <br /> i I — 60 <br /> BEGIN DITCH >A,> I _ _ <br /> 26.68' Lt „F" 533+00.00 <br /> — — — - a'35 _ INLET (TYPE G3) c _ <br /> 530 N00'35'48"W _ >,F„ LIN ATE (TYPE 600--9) - <br /> - 5 <br /> 3561 .46' <br /> LOWER SACRAMENTO ROAD _ __ _ <br /> _ _ _ INLET. (TYPE G3) o F <br /> GRATE (TYPE 600-9) <br /> — b 18" RCP <br /> DITCH „B„I BEGIN DITCH „B„ ct w i [> _ w <br /> 49.70 Rt F 531 +50.00 w w w � ao w w I , <br /> DO 0 Li- LL- <br /> w: ° Lo O O V OG) L�� LL <br /> LL_ <br /> I <br /> I <br /> f , <br /> I <br /> v <br /> I I <br /> 71 I <br /> QROFESSIpyq� <br /> O <br /> REGISTERED CIVIL ENGINEER <br /> ICHAEL A. SANCHEZ ?� <br /> 5/20/2005 Na. C60254 A <br /> PLANS APPROVAL DATEEXP 06-30-06 'f <br /> Quincy Engineering, Inc. s CIVIL Q <br /> 3247 Ramos Circle f4rF of CAL�EO��\ <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> M. SANCHEZ 4/30/05 , LOWER SACRAMENTO ROAD IMPROVEMENTS No. SHEETS <br /> N. CLARK 5/18/05 <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 f�Z�� COUNTY OF SAN JOAQUIN SCALE: 1 =40 DRAINAGE PLAN D-2 HARNEY CURVE PROJECT 39 96 <br /> FILE NAME I D%VJFR SHEE*J40. 1 ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL a 1 2 3 <br /> ��� SCALE IS IN INCHES I I sl66rdn.dwg, Thu, 19 May 2005 — 8:05pm, mikek <br />