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S11 - H <br /> HINKLEY STORM SEVWR <br /> RN 0.OAD NIOEX fllNE rLAw !11lEf <br /> O <br /> �Ki s 9 <br /> RIW <br /> _1 <br /> 10 Easement - <br /> Imo-- 4 --�- <br /> Const. <br /> Reference: Par. 15.11 p5.96 of the <br /> R = 47.83 a I 'IConcrete Pie Field Manual". <br /> 8 = 450 �` o p <br /> ¢S = 119°461 35#1 <br /> T = 19$1 , <br /> L = 37.57 Const. � <br /> i <br /> Ch=36.61 ° R= 47.83 � <br /> I <br /> \ T _ <br /> 119046' 35 *1 9" Max <br /> T- 19,81 <br /> \ L = 37.57 TPICAL SECTION OF <br /> Ch=36.61 CURVED CONCRETE PIPE <br /> \ Not to Scale <br /> Note: The curve radii may be changed <br /> to suit field conditions with approval Const Hinkley Ave. <br /> or as directed by the Engineer. <br /> Sca le: Y4' = I ' <br /> R1W <br />