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HomeMy WebLinkAboutD-281719A B 4 3 2 REMSIONS DESCRprou DA? BY WOOD PER AS —BMT IWORUAAON f 7(1AO1 p. " IR 40 35 z Q 30 w 25 20 C I STATION o 0 C) c0 00 + + + N co 10 co PROFILE 0-28/719 -- -- -- — V 0 C NOTES- 1 1. WHEN CONSTRUCTING LANDSCAPING BERM, CONTRACTOR SHALL TAKE UTMOST CARE TO PROTECT EXISTING SURFACE DRAINAGE AND LANDSCAPING FEATURES. THESE FEATURES MALL BE REPLACED AT CONTRACTOR'S EXPENSE IF DAMAGED OR DESTROYED. 2. NEW CURB AT LOCATION OF EXISTING CURB. — 3UILD TO DESIGN ELEVATION SHOWN IN PROFILE. SEE PLATE C -4 -FOR DETAIL 3. FOR LANDSCAPE BERM/PATH CROSSING DETAIL, SEE PLATE C -45 0 0 AS —BUILT 0 + 10 + t 10 + + IF SHEET IS LESS THAN 32° X 21° IT IS A 10 10 n 10 REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS �_ATTL. WASHINCTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 59 +00 r0 65 +40 RENTON WASHINGTOP KEY PLAN „,, — oar P,A7 c i EO 0 D B -99 -0017 E- 19 -1 -70 j 98DEC03 C -17 Esa . 0 a..r NO SCALE 3— PWN � aK BR9 I s"eei 25 2 SCAaroED SEP -13 2002 F R 'Is V 0 C