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I \\ <br />rh \ <br />I � d ire FSC <br />/ <br />19 78 T <br />195.8 <br />200.220 P9 <br />Ir <br />210§. o <br />�o <br />200.94 f <br />CURB OPENINGS <br />SEE PLAN FOR LOCATIONS <br />3" MAX. RIVER RUN COBBLES (TYPICAL) <br />A.C. 2" VARIES (SEE PLANS) <br />8 " 18"MIN. SANDY LOAM <br />3 BIORETENTION SOIL W <br />1,ygk a N:500 <br />�. N <br />NATIVE SOIL -' °o0000°o°°°oo ° 000 0p0 0p0 000 0p000oo <br />NO COMPACTION <br />RIP TO LOOSEN PERFORATED PVC PIPE NEAR <br />%" DRAIN ROCK (CLASS 2 PERMEABLE TOP OF CLASS II PERM WITH <br />MATERIAL PER CALTRANS SPEC. 68-1.025) HOLES FACING DOWNWARD. <br />PIPE SHALL BE 00.5% MIN SLOPE <br />NOTES: 1. PLANTER SHALL BE GRADED TO DRAIN TOWARD OUTLET AT A MINIMUM SLOPE OF 0.3% <br />2. ALL PERFORATED PIPES SHALL HAVE TWO 5/8" DIA. HOLES AT 8" MAX. SPACING. <br />3. BIO -RETENTION SOIL SHALL BE PER APPENDIX B OF C.3 GUIDEBOOK. <br />4. BIORETENTION SOIL SHALL ACHIEVE A LONG-TERM INFILTRATION RATE OF AT MIN. 5"/HR <br />5. COBBLES SHALL BE PLACED AT ALL CURB CUTS AND DOWNSPOUT LOCATIONS. <br />TYPICAL SECTION <br />STORM WATER TREATMENT PLANTER <br />N. T. S. <br />r'l rnNOUT WITH OVERFLOW DRAIN <br />CATCH BASIN <br />(OVERFLOW BYPASS) <br />SEE PLANS FOR RIM EL. <br />FLOW LIN P ANS I <br />LOAM TOPSOIL (<5% CLAY) <br />IVE SOIL" <br />COMPACTION <br />SOLID PIPE TO <br />STORM DRAIN SYSTEM <br />%IML -I I�ANS CLASS 2 PERMEABLE <br />PER CALTRANS SPEC. 68-1.025 <br />TOP OF BIORETENTION PLANTER <br />a <br />6" PERFORATED PIPE <br />BELLED END PVC DWV <br />SCHEDULE 40 OR EQUAL <br />® 0.3% MIN. SLOPE <br />STORMWATER TREATMENT PLANTER - TYPICAL SECTION <br />N. T. S. <br />U.S.B.R, DELTA MENDOTA CANAL <br />DELTA M EN DOTA CANAL <br />11 <br />0 40 80 160 240 <br />Scale 1 " = 80 ft <br />900 <br />My <br />I <br />m <br />IMPERVIOUS AREA <br />PERVIOUS AREA <br />z <br />O <br />TOTAL <br />IMPERVIOUSNESS <br />STORMWATER <br />UNIT <br />Z <br />DRAINAGE AREA <br />TRIBUTARY <br />ROOF <br />TRUCK <br />AUTO <br />LANDSCAPE <br />PLANTER <br />RATIO <br />RUNOFF COEF. <br />STORMWATER <br />SQDV (CF) <br />SQDV (CF) <br />PAVEMENT <br />PAVEMENT <br />0 <br />PROVIDED <br />AREA (AC) <br />(AC) <br />(AC) <br />(AC) <br />I <br />C <br />VOL."Po"REQUIRED <br />00 <br />00o 0 <br />u <br />00 <br />(AC) <br />(AC) <br />N •- <br />O <br />d <br />li <br />1 <br />3.06 <br />0.00 <br />2.639 <br />0.000 <br />0.359 <br />0.062 <br />0.86 <br />0.68 <br />0.44 <br />4,876 <br />5,000 <br />2 <br />34.20 <br />0.00 <br />28.445 <br />2.497 <br />2.518 <br />0.740 <br />0.90 <br />0.74 <br />0.48 <br />59,289 <br />59,500 <br />3 <br />1.93 <br />0.08 <br />0.254 <br />1.132 <br />0.410 <br />0.050 <br />0.76 <br />0.56 <br />0.36 <br />2,524 <br />2,800 <br />4 <br />5.20 <br />0.16 <br />0.444 <br />3.674 <br />0.835 <br />0.091 <br />0.82 <br />0.63 <br />0.41 <br />7,650 <br />8,000 <br />5- NEW <br />9.41 <br />0.00 <br />0.893 <br />7.396 <br />0.694 <br />0.427 <br />0.88 <br />0.70 <br />0.46 <br />15,555 <br />U <br />� <br />V <br />0 <br />30,000 <br />5- EXISTING <br />9.28 <br />3.86 <br />3.920 <br />1.390 <br />0.110 <br />0.84 <br />0.65 <br />0.42 <br />14,102 <br />11 <br />0 40 80 160 240 <br />Scale 1 " = 80 ft <br />900 <br />My <br />I <br />m <br />z <br />O <br />W <br />Z <br />m <br />Z <br />O <br />N <br />W <br />0 <br />00 <br />00o 0 <br />u <br />00 <br />N L <br />Ln ) <br />N •- <br />O <br />d <br />li <br />d Ln <br />O <br />W <br />C 2 <br />O O <br />L <br />0 <br />03 L_ <br />U ra <br />L U <br />= 6 <br />t�vl <br />O L- <br />0 <br />o> <br />Ln jm <br />N J <br />Z <br />Z <br />oC <br />O <br />ILL <br />J <br />J <br />Q <br />U <br />�1 <br />Ow <br />Z <br />O <br />00 <br />U <br />U <br />� <br />V <br />0 <br />W <br />J <br />0 <br />QI..L <br />O <br />I <br />LL <br />� <br />Q <br />U <br />Z <br />■ <br />J <br />W <br />U <br />Q <br />DATE <br />12/03/2020 <br />SCALE <br />I" = 80' <br />ENGINEER <br />M.F.B. <br />DRAFTER <br />R.S. <br />JOB NO. A09500-411 <br />SHEET <br />C-6 <br />OF <br />8 <br />SHEETS <br />