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Everett LDS Parking Lot Expansion <br />Stonn Drainage Report <br />Capacity Analysis, <br />IurIL:.11I, <br />N1:11,s1 1 I Llt U61'rn ! OR Y%RMIII INI1 RIOR PIPF (I I.\ GRTN N%I I II IXI t It ONTROL <br />UPSTREAM BYPASS SYSTEM <br />6u <br />lu,twu <br />tit (2) <br />1 Fill <br />6JXe, <br />EXAMPLE <br />,5g <br />-6.000 <br />a1MS.ea p: IM: <br />r6. <br />D., nOJ. <br />_ <br />'. <br />IJS <br />5.000 <br />6' <br />SAGO <br />\v1• na <br />'-132 <br />u .-0 <br />a <br />3.= <br />(n ].a e.e <br />5. <br />120 <br />:4 1-1 1.4 <br />2.0m <br />or 11 1, <br />-S. <br />]. <br />,O3 <br />•DNP« <br />60 <br />HWfD = 3.0 <br />]• <br />I'm <br />63D <br />_ r <br />_&1 <br />2_ <br />fiOD <br />� <br />500 <br />� <br />2 <br />72 <br />_ a6D <br />/ <br />p <br />�eAn <br />;ice <br />_! <br />is <br />u <br />-W <br />zuu`..1.5 <br />- <br />O <br />4 <br />-56 <br />6DD <br />i <br />_ <br />-10 <br />LL <br />42 <br />H1Y ENTRANCE <br />1.0 <br />Cp <br />S0 <br />D Sc! E TYPE <br />S' <br />_ .9 <br />F38 <br />:�0 <br />Lq evaa an <br />_ 0 <br />W <br />�uaw.l <br />I <br />2D <br />UI W;'v aJ�lt1 <br />'.] <br />1h111 <br />Z <br />6 <br />_ -6 <br />Ili Y�;ae. rrJ <br />q.Y n1 <br />Ir <br />-27 <br />QMAX=6.5CFS <br />_ 2.1 <br />T <br />21 $ A:nc�rsl.l a .ub ttl nrt <br />u pgYY n n,`a ar\ 11rwi1 <br />a D x0 i Ivae\. <br />16 � <br />2 <br />-1i <br />S <br />tf <br />12" DIA. CONC. <br />_il $Jt(Atl tk'Je: Da.,^.a .'d.:rul <br />J.11 <br />(3) ENTRANCE TYPE <br />5. <br />a. <br />J. <br />SOLIARC LDGD YATII <br />IIEADVIALL <br />III � <br />II r <br />�I <br />PLAN <br />I I 1 <br />i Ls • <br />I PLAN <br />GROOVE ENC <br />p RRO�JFCtIaG <br />In <br />i <br />i <br />F _S <br />PA2006106113 Everett LDS Parking LOIJeWStorm R wn.106113 Drainage Report Revised 01.10.084" Page 11 of 36 <br />