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r <br />a <br />LL <br />a <br />c: <br />I <br />LL <br />z <br />W <br />U <br />a <br />O <br />U <br />Z <br />W <br />Z <br />O <br />U <br />Cn <br />1-1 <br />V) <br />z <br />W <br />W <br />O <br />IL <br />LLJ <br />V) <br />W <br />W <br />O <br />i <br />J <br />> <br />U <br />0 <br />0 <br />I <br />rn <br />r - <br />Ln <br />00 <br />O <br />a <br />00 <br />O <br />O <br />N <br />CONTRACTOR TO COORDINA 7E EXACT LOCA TION OF PLA TES <br />FOR TIRE WASH W TH OWNER. CORRUGATED STFEL PLA TES <br />SHOWN ARE REQUIRED UNLESS OTHERWISE APPROVED BY <br />SAN JOAQUIN COUNTY. <br />24!f <br />CONSTRUCTION <br />1 OWIN. EQUIPMENT <br />INGRESS/EGRESS <br />PLAN VIEW <br />1. PLACE CORRUGATED STEEL PLATES ON EXISTING PAVEMENT <br />2. PROTECT ALL EXISTING AND PROPOSED INLETS PER PLANS <br />J. CONTRACTOR TO PROVIDE A WATER HOSE FOR TIRE WASH <br />CONSTRUCTION ENTRANCE <br />(RUMBLE PLATES) <br />NOT TO SCALE <br />STRAW ROLLS MUST BE 13'- 41 <br />PLACED ALONG SLOPE <br />CONTOURS k L <br />ADJACENT ROLLS <br />SHALL TIGHTLY ABUT <br />3'-12' <br />SPACING DEPENDS SEDIMENT, ORGANIC MATTER, <br />ON SOIL TYPE AND AND NATIVE SEEDS ARE <br />SLOPE STEEPNESS CAPTURED BEHIND THE <br />ROLLS. <br />8"-10" <br />DIAMETER <br />1"x1" STAKE <br />LIVE STAKE <br />EACH VERTICAL f� INSTALL STRAW WATTLE <br />DISTANCE AT (SEE DETAIL) <br />12'-0" APART N BENCH <br />TOE OF <br />SLOPE <br />EACH VERTICAL <br />DISTANCE AT STRAYN WATTLE <br />8' APART 9'x25 EACH <br />1'x1'x2'STAKES 21 <br />AT 4' APART <br />STRAW WATTLE <br />NOT TO SCALE <br />NOTE: <br />1. STRAW ROLLS ARE TUBES MADE FROM <br />STRAW BOUND W/BIO-DEGRADABLE <br />NETTING THEY ARE APPROX. 6" DIA <br />AND 20-30 FT LONG. <br />2. STRAW ROLLS TRAP SEDIMENT AND <br />REDUCE SHEET AND RILL EROSION <br />BY REDUCING SLOPE GRADIENT. <br />INCREASING INFILTRATION RATES AND <br />BY PRODUCING A FAVORABLE <br />ENVIRONMENT FOR PLANT <br />ESTABLISHMENT. <br />3. STRAW ROLLS INSTALLATION REQUIRES <br />THE PLACEMENT AND SECURE <br />STAKING OF THE WATTLE IN A <br />TRENCH 3"-5" DEEP, DUG ON <br />CONTOUR. RUNOFF MUST NOT BE <br />ALLOWED TO RUN UNDER OR AROUND <br />WATTLE. <br />'- <br />I ' <br />I <br />I <br />i <br />I <br />t I <br />I <br />l i <br />` I I <br />I <br />41 , <br />_ } I i X- "• it - ;`. <br />t' <br />I I - <br />� t <br />� i <br />/ II <br />\ i <br />\ <br />\ <br />, <br />a i \ <br />0 <br />` r <br />/ - — <br />7-7_ <br />s F- f _ <br />i a <br />.K <br />- <br />! 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CAL CqC �y <br />No. 62732 <br />`PA CIVIL. <br />f <br />OF CA010 <br />000 <br />00opLna <br />1J <br />-,I- .� <br />N <br />_ <br />NL <br />N T <br />a- <br />IL _ <br />M Lr) <br />o 'j- <br />LL <br />] <br />O,frn <br />c <br />0 <br />r� <br />� O <br />Ura <br />U <br />T N <br />O L <br />U 0 <br />> <br />C:) <br />`^00 > <br />N J <br />Q <br />z <br />O <br />Z <br />< U <br />z <br />C) <br />^J <br />0. ce <br />f2 <br />j <br />\ <br />0 <br />z <br />w <br />w <br />2: <br />-� <br />ZD <br />j <br />Z O <br />O <br />LL <br />C)0 Cc <br />U <br />1--_� <br />Z <br />W <br />O w <br />LU <br />- <br />c�n <br />V o <br />z_ <br />w <br />o' <br />0 <br />z <br />Q <br />DATE <br />OCTOBER, 2019 <br />SCALE <br />AS SHOWN <br />DESIGNER <br />SS <br />DRAWN BY <br />JTQ <br />JOB NO. <br />A08579-14 <br />SHEET <br />C3,0 <br />OF <br />6 <br />SHEETS <br />