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Figure II-3.8: Concrete Washout Area with Straw Bales <br />Straw bade <br />10 mil plastic lining <br />Binding wire <br />Staples <br />Wive material <br />(2 per bade) <br />(optional) <br />Wood or <br />Plywood <br />metal slakes <br />1200 mm x b10 mm <br />p� <br />(2 per bale) <br />painted while <br />(89 mm x 89 mm <br />Lag screws <br />x 2.4 m) <br />Section B-B <br />(12.5 mm) <br />CONCRETE i <br />Black letters <br />i WASHOUT <br />150 mm height <br />915 mm <br />3m Minimum <br />Stake (typ) -\ <br />s <br />s <br />s <br />s <br />• <br />R <br />Straw bale J <br />(typ•) <br />Plan <br />U <br />t <br />U 915 mm <br />Concrete Washout Sign <br />Detail <br />(or equivalent) <br />\- 10 mil plastic lining <br />-o— 50 mm <br />2000 rnm—���----"' 3.05 mm dia. <br />steel Wire <br />Staple Detail <br />Notes: <br />1. Actual layout <br />determined in the field. <br />2. The concrete washout <br />sign shall be installed <br />within 10 m of the <br />temporary concrete <br />washout fadlity. <br />Type "Above Grade" with Straw Bales <br />NOT TO SCALE <br />l <br />i <br />8! Concrete Washout Area with Straw Bales <br />Revised June 2016 <br />DEPARTMENT <br />CEPA(R�T M E N T O F <br />E C `� L O `f-� T Please see hitpYA ww.ecy. wa.gov1cop)1lght.hW for copyright notice including permissions, <br />State of Washington limitation of liability, and disclaimer. <br />2019 Stormwater Management Manual for Western Washington <br />Volume /I - Chapter 3 - Page 325 <br />