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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 I I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> I I I I I <br /> N <br /> CD <br /> CD <br /> W W <br /> 0- <br /> a_ Lij <br /> Of Ld <br /> z J ¢ <br /> 00 < z °° <br /> CDLn <br /> r <br /> , e <br /> HARNEY LANE <br /> CD <br /> 115 - -- _- 120 122+42.52 <br /> F LINE <br /> Li w <br /> zw <br /> — U) <br /> I ¢ <br /> a .X <br /> N <br /> o_ <br /> -0 U <br /> j - 0 D✓ <br /> - 0 <br /> a <br /> WLLJ o <br /> w Q <br /> J r <br /> z � <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> QROFESS/pyq! <br /> REGISTERED CIVIL ENGINEER <br /> W ICHAEL A. SANCH-- m <br /> 5/20/2005 Na. C60254 A <br /> PLANS APPROVAL DATE Exp. 06-30-06 'f <br /> Quincy Engineering, Inc. J}4l CIVIL <br /> 3247 Ramos Circle F OF C <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> M. SANCHEZ 4/30/05 COUNTY OF SAN JOAQUIN SCALE: 1 "=40' DRAINAGE PLAN D-7 LOWER SACRAMENTO ROAD IMPROVEMENTS N0. SHEETS <br /> N. CLARK 5/18/05 MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 / rU,f � -4117 HARNEY CURVE PROJECT 44 96 <br /> FILE NAME--T DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL a 1 2 3 <br /> SCALE IS IN INCHES I I I I I I I sl66rdn.dwg, Thu, 19 May 2005 - 8:16pm, mikek <br />