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0.17' AC OVERLi <br />ASPHALT CONCRETE CONFORM. <br />NOT TO SCALE <br />R/W <br />I <br />I <br />CONFORM @ R/W <br />1.75' <br />S� <br />I <br />FG PER PLAN <br />1.75' <br />z <br />Q <br />J <br />a <br />ry <br />a. <br />rn <br />Cf) <br />w <br />TYPICAL SECTION <br />SWALE DETAIL (STA 47+43.48 - STA 49+95.36 LT. <br />NOT TO SCALE <br />STAKE (TYP) <br />F' 0 <br />DRAIN GRATE <br />PN <br />l.5 o S��pE <br />C-r0A%A1XA/ATTI C <br />SECTION A -A <br />INLET PROTECTION <br />NOT TO SCALE <br />NOTES <br />1. DROP INLET SEDIMENT BARRIERS ARE <br />TO BE USED FOR SMALL, NEARLY LEVEL <br />DRAINAGE AREAS. (LESS THAN 5%) <br />2. USE 1X4 WOOD OR EQUIVALENT METAL <br />STAKES, (3FT. MIN. LENGTH) <br />3. THE TOP OF THE FRAME (PONDING <br />HEIGHT) MUST BE WELL BELOW THE <br />GROUND ELEVATION DOWNSLOPE TO <br />PREVENT RUNOFF FROM BY-PASSING THE <br />INLET. A TEMPORARY DIKE MAY BE <br />NECESSARY ON THE DOWNSLOPE SIDE OF <br />THE STRUCTURE. <br />4. WATTLES SHALL BE COMPOSED OF <br />COMPOSTABLE FILTER MATERIAL SUCH AS <br />SILTSOXX AS <br />MANUFACTURED BY FILTREXX <br />(440-926-2067) OR EQUIVALENT <br />CONFORM TO EXIST GRADE FG PER PLAN <br />IL <br />2.0' 2.0' <br />z <br />Q <br />J <br />Il <br />w <br />w_ <br />Q <br />} <br />TYPICAL SECTION <br />SWALE DETAIL (STA 28+80.74 - STA 43+57.93 LT.' <br />U NOT TO SCALE <br />18" <br />INLET PIPE <br />PER PLAN <br />TLET PIPE <br />R PLAN <br />SWALE FLOW <br />DIRECTION <br />FG PER PLAN <br />z <br />Q <br />;.J <br />0- <br />X <br />IY <br />Q <br />w <br />a. <br />LO <br />U) <br />w_ <br />r <br />1,75' I 1,75' <br />TYPICAL SECTION <br />CONFORM @ R/W <br />SWALE DETAIL (STA 28+2227 - STA 49+57.05 RT. <br />NOT TO SCALE <br />1\II rT mint <br />PLAN <br />NOT TO SCALE <br />ISOMETRIC <br />NOT TO SCALE <br />DROP INLET DETAIL - CALTRANS TYPE GI (MODIFIED FOR SIDE OPENINGS <br />NOT TO SCALE <br />9" HIGH STRAW \NATTI F FII TFR <br />I I 3/4" x 3/4" x 24" WOODEN <br />U STAKES AT 4' ON CENTER <br />SECTION <br />STRAW WATTLE AT SWALE. <br />V / NOT TO SCALE <br />^ TLETO6" <br /><OF SWALE <br />P_.A <br />kiI= <br />v4z�"Orr' <br />10' MIN AT 2:1 SLOPES <br />AND FLATTER <br />20' MIN AT SLOPES 4:1 <br />AND FLATTER <br />2" MIN TRENCH DEPTH <br />BELOW WATTLE (TYP) <br />NOTES: <br />1. TO BE INSTALLED ON CONTOUR <br />STRAW WATT L E <br />NOT TO SCALE <br />ZED <br />RATE <br />SIDE OPENING (TYP) <br />OUTLET PIPE <br />PER PLAN <br />SWALE FLOW <br />DIRECTION <br />WOOD STAKE 1"x1"x18" MIN (TYP) <br />ADJACENT ROLLS SHALL <br />TIGHTLY OVERLAP BY 1' MIN* <br />*ALTERNATIVE <br />PLACEMENT, STAGGER <br />AND OVERLAP BY V MIN <br />ENGINEERING <br />US Sonoma Avenue <br />Suite C <br />Santa Rosa Ca 95404 <br />TeL. (707) 544-M <br />FCC (707) 544-0866 <br />0 Copyright 2012 <br />QROFESS/pNq, <br />S . Sp Fyc/ <br />oT <br />No. 30888 <br />EXP. 3-31-14 <br />/V1� �P <br />9lF �F CA��F��� <br />V J <br />Q <br />zW <br />CW <br />G <br />Fy <br />W <br />> <br />0 <br />r n <br />VJ <br />0 <br />0 <br />W <br />W <br />� <br />Q <br />Z <br />> <br />(D <br />ti <br />Q <br />M <br />L{') <br />J <br />D <br />Q <br />W <br />=0c.� <br />V / <br />0 <br />Q <br />5— <br />L <br />CC <br />G <br />CD <br />Submittal / Revision: <br />0 <br />0 <br />0 <br />Job No: 06-1262 <br />Drawn By: SGH <br />Checked By: DS <br />Date: 2012-09-04 <br />Sheet Number <br />C-4 <br />4 of 19 <br />1 <br />6 - MacArthur Drive Improvements\Civi1\C1 - C5.dwg, C-4, 9/27'2012 2.49.08 PM <br />